CN213683316U - Wall post reinforced structure of existing building - Google Patents
Wall post reinforced structure of existing building Download PDFInfo
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- CN213683316U CN213683316U CN202022210242.7U CN202022210242U CN213683316U CN 213683316 U CN213683316 U CN 213683316U CN 202022210242 U CN202022210242 U CN 202022210242U CN 213683316 U CN213683316 U CN 213683316U
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Abstract
The utility model discloses a wall post reinforced structure of existing building, including wall body, cylinder, first muscle, stirrup and the first template of pouring of indulging, the first muscle setting of indulging is in the cylinder outside is equipped with the bottom of wall body and cylinder all is equipped with the foundation layer, be equipped with on the foundation layer and be used for inserting and establish the first jack of the muscle of first indulging, the wall body is located all be equipped with first planting muscle hole on the position of cylinder both sides, the stirrup ring is established the first muscle outside of indulging just passes first planting muscle hole, first template ring of pouring is established the stirrup outside. An object of the utility model is to provide a wall post reinforced structure of existing building promotes its antidetonation stable form and tightness, reduces the danger coefficient that the building collapsed because of the long-term maintenance.
Description
Technical Field
The utility model relates to a building reinforcement technical field, concretely relates to wall post reinforced structure of existing building.
Background
With the improvement of the living standard of China, a large area of old buildings exist in cities, the old buildings have poor earthquake resistance along with the increase of the years of the buildings and the limited technological level of the buildings at that time, the old buildings cannot be simply dismantled and rebuilt, and in order to save cost, the old buildings are quite necessary to be reformed.
The wall post reinforced structure of an existing building is proposed for the wall post to the old building is consolidated, promotes its antidetonation stable form and tightness.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wall post reinforced structure of existing building promotes its antidetonation stable form and tightness, reduces the danger coefficient that the building collapsed because of the long-term maintenance.
The utility model provides a wall post reinforced structure of existing building, includes wall body, cylinder, first muscle, stirrup and the first template of pouring of indulging, first muscle setting of indulging is in the cylinder outside is equipped with the bottom of wall body and cylinder all is equipped with the foundation layer, be equipped with on the foundation layer and be used for inserting and establish the first jack of first muscle of indulging, the wall body is located all be equipped with first planting muscle hole on the position of cylinder both sides, the stirrup ring is established the first muscle outside of indulging just passes first planting muscle hole, first template ring of pouring is established the stirrup outside.
Preferably, the cylinder side slope is equipped with the second and plants the muscle hole, the second is planted the muscle hole and is inserted and is equipped with the lacing wire, the lacing wire both ends all are equipped with the drawknot that draws and connect on the first muscle of indulging colludes, and the opposite direction of both ends drawknot colludes.
Preferably, the cylinder is further provided with a third bar planting hole, a transverse bar is inserted into the third bar planting hole, and two ends of the transverse bar are in contact fit with the first longitudinal bar.
Preferably, the stirrups are annular stirrups, the wall body back is located the stirrup inboard is equipped with the second and indulges the muscle, be equipped with on the foundation layer and be used for inserting establish the second jack of muscle is indulged to the second, the wall body back is located the stirrup outside is equipped with the second and pours the template.
Preferably, the first pouring template and the surface of the column body form a first pouring space, the second pouring template and the surface of the wall body form a second pouring space, and concrete layers are filled in the first pouring space and the second pouring space.
Preferably, the concrete layer is C30 self-compacting concrete.
Preferably, the first bar planting hole, the second bar planting hole and the third bar planting hole are filled with adhesive.
Preferably, the wall body is any one of a brick wall, a batten wall or a reinforced concrete wall, and the column body is any one of a brick column, a batten column or a reinforced concrete column.
After the technical scheme is adopted, compared with the background art, the utility model, have following advantage:
the utility model relates to a wall post reinforced structure of existing building lays through the wall post to building laminating mutually around indulges the muscle, implants annular stirrup again and is used for cramping and indulges the muscle toward in the wall body, implants horizontal muscle and lacing wire cooperation formation reinforcing frame in the cylinder, pours the concrete after setting up the pouring template in the reinforcing frame outside and forms whole reinforced structure, promotes its antidetonation stable form and tightness, reduces the danger coefficient that the building collapsed because of the long-term overhaul. Meanwhile, during the reinforcing operation, the residents do not need to be moved, so the construction period is greatly shortened, and the manufacturing cost is low.
Drawings
FIG. 1 is a front view of the structure of the present invention;
FIG. 2 is a front view of the internal structure of the present invention;
fig. 3 is a schematic view of the back of the internal structure of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the present invention, it should be noted that the terms "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are all based on the orientation or position relationship shown in the drawings, and are only for convenience of description and simplification of the present invention, but do not indicate or imply that the device or element of the present invention must have a specific orientation, and thus, should not be construed as limiting the present invention.
Examples
Please refer to fig. 1, fig. 2 and fig. 3, the utility model discloses a wall post reinforced structure of existing building, including wall body 1, cylinder 2, first muscle 3, stirrup 4 and the first template 5 of pouring indulge, first muscle 3 of indulging includes many, many first muscle 3 evenly distributed settings of indulging are in the 2 outsides of cylinder, the bottom that is equipped with wall body 1 and cylinder 2 all is equipped with foundation layer 6, be equipped with on foundation layer 6 and be used for inserting the first jack 61 of establishing first muscle 3 of indulging, wall body 1 all is equipped with first muscle hole 11 of planting on being located the position of 2 both sides of cylinder, stirrup 4 is enclosed and is established in the first muscle 3 outsides of indulging and pass first muscle hole 11 of planting, first template 5 of pouring is enclosed and is established in the stirrup 4 outsides.
The side surface of the column body 2 is obliquely provided with a second bar planting hole 21, a lacing wire 22 is inserted into the second bar planting hole 21, two ends of the lacing wire 22 are respectively provided with a drawknot hook 221 connected on the first longitudinal bar 3 in a drawing way, and the directions of the drawknot hooks 221 at the two ends are opposite.
The column body 2 is also provided with a third bar planting hole 23, a transverse bar 24 is inserted into the third bar planting hole 23, and two ends of the transverse bar 24 are in contact fit with the first longitudinal bar 3.
Stirrup 4 is the annular stirrup, and 1 back of wall body is located the stirrup inboard and is equipped with the second and indulges muscle 7, is equipped with on the foundation layer 6 to be used for inserting the second jack 62 of establishing the second and indulging muscle 7, and 1 back of wall body is located the stirrup 4 outside and is equipped with the second and pour template 8.
The first pouring template 5 and the surface of the column body 2 form a first pouring space 51, the second pouring template 8 and the surface of the wall body 1 form a second pouring space 81, concrete layers are filled in the first pouring space 51 and the second pouring space 81, and after the concrete layers are solidified, the first pouring template 5 and the second pouring template 8 are disassembled to form a reinforced structure of the wall column.
The concrete layer adopts C30 self-compaction concrete, and the first bar planting hole 11, the second bar planting hole 21 and the third bar planting hole 22 are all filled with adhesive for bonding reinforcement.
The wall body 1 is any one of a brick wall, a batten wall or a reinforced concrete wall, and the column body 2 is any one of a brick column, a batten column or a reinforced concrete column.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention should be covered by the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. The utility model provides a wall post reinforced structure of existing building, includes wall body, cylinder, first vertical reinforcement, stirrup and the first template of pouring, its characterized in that: the utility model discloses a column body, including the column body, the stirrup ring, the stirrup outside, first muscle setting of indulging is in the column body outside is equipped with the bottom of wall body and column body all is equipped with the foundation layer, be equipped with on the foundation layer and be used for inserting to establish the first jack of indulging the muscle, the wall body is located all be equipped with first planting muscle hole on the position of column body both sides, the stirrup ring is established the first muscle outside of indulging just passes first planting muscle hole, first template ring of pouring is established the stirrup outside.
2. A wall stud reinforcement structure for an existing building as defined in claim 1, wherein: the side face of the column body is obliquely provided with a second bar planting hole, a tie bar is inserted into the second bar planting hole, two ends of the tie bar are respectively provided with a tie hook which is connected to the first longitudinal bar in a pulling mode, and the directions of the tie hooks at the two ends are opposite.
3. A wall stud reinforcement structure for an existing building as defined in claim 2, wherein: the column body is further provided with a third bar planting hole, a transverse bar is inserted into the third bar planting hole, and two ends of the transverse bar are in contact fit with the first longitudinal bar.
4. A wall stud reinforcement structure for an existing building as defined in claim 1, wherein: the stirrup is an annular stirrup, the back of the wall body is located the inner side of the stirrup is provided with a second longitudinal bar, the base layer is provided with a second jack for inserting the second longitudinal bar, and the back of the wall body is located the outer side of the stirrup is provided with a second pouring template.
5. A wall stud reinforcement structure for an existing building as defined in claim 4, wherein: the first pouring template and the surface of the column body form a first pouring space, the second pouring template and the surface of the wall body form a second pouring space, and concrete layers are filled in the first pouring space and the second pouring space.
6. A wall stud reinforcement structure for an existing building as defined in claim 5, wherein: the concrete layer is C30 self-compacting concrete.
7. A wall stud reinforcement structure for an existing building as defined in claim 3, wherein: and the first bar planting hole, the second bar planting hole and the third bar planting hole are all filled with adhesives.
8. A wall stud reinforcement structure for an existing building as defined in claim 1, wherein: the wall body is any one of a brick wall, a batten wall or a reinforced concrete wall, and the column body is any one of a brick column, a batten column or a reinforced concrete column.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202022210242.7U CN213683316U (en) | 2020-09-30 | 2020-09-30 | Wall post reinforced structure of existing building |
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CN202022210242.7U CN213683316U (en) | 2020-09-30 | 2020-09-30 | Wall post reinforced structure of existing building |
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CN213683316U true CN213683316U (en) | 2021-07-13 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113737981A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
CN114215266A (en) * | 2022-01-17 | 2022-03-22 | 西交利物浦大学 | Prefabricated non-bearing wall panel, prefabricated mold and manufacturing method |
-
2020
- 2020-09-30 CN CN202022210242.7U patent/CN213683316U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113737981A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
CN113737981B (en) * | 2021-08-23 | 2023-02-24 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
CN114215266A (en) * | 2022-01-17 | 2022-03-22 | 西交利物浦大学 | Prefabricated non-bearing wall panel, prefabricated mold and manufacturing method |
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