CN208455875U - A kind of steel plate of Masonry Wall variable cross-section is de- to change structure - Google Patents
A kind of steel plate of Masonry Wall variable cross-section is de- to change structure Download PDFInfo
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- CN208455875U CN208455875U CN201821093704.8U CN201821093704U CN208455875U CN 208455875 U CN208455875 U CN 208455875U CN 201821093704 U CN201821093704 U CN 201821093704U CN 208455875 U CN208455875 U CN 208455875U
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- Prior art keywords
- steel slab
- strengthening steel
- strengthening
- brick setting
- variable cross
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Abstract
It is taken off the utility model discloses a kind of steel plate of Masonry Wall variable cross-section and changes structure, including strengthening steel slab and structure glue, the strengthening steel slab includes the first strengthening steel slab and the second strengthening steel slab, first strengthening steel slab is tightly attached to the top of brick setting both side surface, second strengthening steel slab is tightly attached to the lower part of brick setting both side surface, and structure glue is filled in respectively in the gap between the gap between the first strengthening steel slab and brick setting and the second strengthening steel slab and brick setting.This product realizes that wall is de- and changes the purpose for being transformed into beam, without adding support construction, mitigates the de- self weight for changing strengthening steel slab of outsourcing, improves bearing capacity, in-site installation is highly-safe, and mechanization degree is high, and easy construction, period are short, low cost；The thickness of the first strengthening steel slab and the second strengthening steel slab is inconsistent in this product, in the case where can satisfy mechanical requirements and stability requirement, reducing materials'use, mitigating dead load, increasing economic efficiency.
Description
Technical field
The utility model relates to Masonry Wall strengthening reconstruction field, specifically a kind of Masonry Wall variable cross-section
Steel plate is de- to change structure.
Background technique
With the construction that the quickening of urbanization process and various regions are built, building trade becomes the popular row in people's eye again
Industry, masonry structure are that a kind of common structure, masonry structure have long history in China, build in general engineering in building
In building, masonry accounts for about the 1/2 of whole building self weight, and the amount of labour used and cost about respectively account for 1/3, are the important materials of architectural engineering.
Masonry structure is the structure built with brick setting, barnacle body or block masonry, also known as masonry structure.Due to the compression strength of masonry
Higher and tensile strength is very low, therefore, masonry structure component is primarily subjected to axle center or small eccentricity pressure, and seldom tension or by
Curved, masonry structure all can be used in general civilian and industrial building wall, column and basis.
Existing Masonry Wall is de- to change the method that beam uses concreting that is transformed into, complex process, construction week
Phase is long, and cost is high, limits and changes transformation reinforcing to the de- of Masonry Wall, this is just that construction brings inconvenience.
Utility model content
It is taken off the purpose of this utility model is to provide a kind of steel plate of Masonry Wall variable cross-section and changes structure, on solving
State the problem of proposing in background technique.
To achieve the above object, the utility model provides the following technical solutions:
A kind of steel plate of Masonry Wall variable cross-section is de- to change structure, including strengthening steel slab and structure glue, the reinforcing steel
Plate includes the first strengthening steel slab and the second strengthening steel slab, and the first strengthening steel slab is tightly attached to the top of brick setting both side surface, and second
Strengthening steel slab be tightly attached to the lower part of brick setting both side surface and the lower surface of the first strengthening steel slab and the second strengthening steel slab it is upper
Surface is in contact, and the first strengthening steel slab and the second strengthening steel slab are all made of the surface that split bolt is fixed on brick setting two sides, knot
Structure glue is filled in the sky between the gap between the first strengthening steel slab and brick setting and the second strengthening steel slab and brick setting respectively
In gap.
As a further solution of the present invention: the side of the second strengthening steel slab thickness direction and the first strengthening steel slab are thick
The side for spending direction is connected to it and by the way of welding.
As a further solution of the present invention: being evenly distributed with 5-10 on the first strengthening steel slab and the second strengthening steel slab
A split bolt.
As a further solution of the present invention: the spacing between adjacent split bolt is 200-300mm.
It is used as a further solution of the present invention: being at least arranged at one on the first strengthening steel slab and the second strengthening steel slab
In the reserved fill orifice of reperfusion structure glue.
As a further solution of the present invention: the thickness of the first strengthening steel slab and the second strengthening steel slab is different.
Compared with prior art, the utility model has the beneficial effects that this product design is rationally, realizes that wall is de- and change transformation
The purpose of Cheng Liang mitigates the de- self weight for changing strengthening steel slab of outsourcing, improves bearing capacity, strengthening steel slab without adding support construction
It is all made of batch production production with split bolt, in-site installation, mechanization degree is high, and highly-safe, easy construction, period are short, make
Valence is low；The thickness of the first strengthening steel slab and the second strengthening steel slab is inconsistent in this product, can satisfy mechanical requirements and stabilization
Property require in the case where, reduce materials'use, mitigate dead load, increase economic efficiency.
Detailed description of the invention
Fig. 1 is the de- perspective view for changing structure of steel plate of Masonry Wall variable cross-section.
Fig. 2 is the de- cross-sectional view for changing structure of steel plate of Masonry Wall variable cross-section.
Fig. 3 is the de- top view for changing structure of steel plate of Masonry Wall variable cross-section.
Fig. 4 is the de- structural schematic diagram for changing split bolt in structure of steel plate of Masonry Wall variable cross-section.
Wherein: 1- brick setting, the first strengthening steel slab of 2-, the second strengthening steel slab of 3-, 4- split bolt, 5- structure glue, 6- are pre-
Stay fill orifice.
Specific embodiment
The technical solution of the patent is explained in further detail With reference to embodiment.
Embodiment 1
A kind of steel plate of Masonry Wall variable cross-section is de- to change structure, including strengthening steel slab and structure glue 5, the reinforcing steel
Plate includes the first strengthening steel slab 2 and the second strengthening steel slab 3, and the first strengthening steel slab 2 is tightly attached to the top of 1 both side surface of brick setting,
Second strengthening steel slab 3 is tightly attached to the lower part of 1 both side surface of brick setting and the lower surface of the first strengthening steel slab 2 and second reinforces steel
The upper surface of plate 3 is in contact, and the first strengthening steel slab 2 and the second strengthening steel slab 3 are all made of split bolt 4 and are fixed on 1 liang of brick setting
The surface of side, structure glue 5 be filled in respectively gap between the first strengthening steel slab 2 and brick setting 1 and the second strengthening steel slab 3 with
In gap between brick setting 1.
Embodiment 2
A kind of steel plate of Masonry Wall variable cross-section is de- to change structure, including strengthening steel slab and structure glue 5, the reinforcing steel
Plate includes the first strengthening steel slab 2 and the second strengthening steel slab 3, and the first strengthening steel slab 2 is tightly attached to the top of 1 both side surface of brick setting,
Second strengthening steel slab 3 is tightly attached to the lower part of 1 both side surface of brick setting and the lower surface of the first strengthening steel slab 2 and second reinforces steel
The upper surface of plate 3 is in contact, and the first strengthening steel slab 2 and the second strengthening steel slab 3 are all made of split bolt 4 and are fixed on 1 liang of brick setting
The surface of side, structure glue 5 be filled in respectively gap between the first strengthening steel slab 2 and brick setting 1 and the second strengthening steel slab 3 with
In gap between brick setting 1.The side of second strengthening steel slab, 3 thickness direction and the side of 2 thickness direction of the first strengthening steel slab
It is connected to it and by the way of welding, bonding strength is high and aesthetics is good.First strengthening steel slab 2 and second reinforces steel
5-10 split bolt 4 is evenly distributed on plate 3.Spacing between adjacent split bolt 4 is 200-300mm, and this spacing can
Fixing intensity to guarantee strengthening steel slab is high.
Embodiment 3
A kind of steel plate of Masonry Wall variable cross-section is de- to change structure, including strengthening steel slab and structure glue 5, the reinforcing steel
Plate includes the first strengthening steel slab 2 and the second strengthening steel slab 3, and the first strengthening steel slab 2 is tightly attached to the top of 1 both side surface of brick setting,
Second strengthening steel slab 3 is tightly attached to the lower part of 1 both side surface of brick setting and the lower surface of the first strengthening steel slab 2 and second reinforces steel
The upper surface of plate 3 is in contact, and the first strengthening steel slab 2 and the second strengthening steel slab 3 are all made of split bolt 4 and are fixed on 1 liang of brick setting
The surface of side, structure glue 5 be filled in respectively gap between the first strengthening steel slab 2 and brick setting 1 and the second strengthening steel slab 3 with
In gap between brick setting 1.At least it is arranged at one on first strengthening steel slab 2 and the second strengthening steel slab 3 for reperfusion structure glue
Reserved fill orifice 6, convenient for construction.First strengthening steel slab 2 is different with the thickness of the second strengthening steel slab 3, can satisfy mechanics
It is required that and in the case where stability requirement, reduction materials'use mitigates dead load, increases economic efficiency.
The working principle of the utility model is: the construction method of this product, the specific steps are as follows:
Step 1, intend spiral shell of drilling at the position of arrangement fastening split bolt 4 on 1 surface of brick setting for needing underpinning
Keyhole, and in the first strengthening steel slab 2, the second strengthening steel slab 3 relative to the bolt hole position on the brick setting 1 for needing underpinning
Prepared screw-bolt hole；
Step 2, to needing 1 surface of brick setting of underpinning to be flattened and removed clean；
Step 3, using welding is fully welded, by the second strengthening steel slab 3, in thickness direction side, alignment is welded on the first strengthening steel slab
On 2；
Step 4, first strengthening steel slab 2, the second strengthening steel slab 3 are fastened on needs and underpined using fastening split bolt 4 and added
Solid 1 surface of brick setting on；
Step 5, the first strengthening steel slab 2, the second strengthening steel slab 3 and 1 lower edge of brick setting and two are blocked with impervious material
The gap of end edge, in favor of the construction of reperfusion structure glue 5；
Step 6, by the reserved glue filling opening 6 on the first strengthening steel slab 2 to the first strengthening steel slab 2, the second strengthening steel slab 3 with
Injecting structure glue 5 in the gap for needing to be formed between 1 surface of brick setting of underpinning, so that the first strengthening steel slab 2, second adds
Gu steel plate 3 forms overall structure with the brick setting 1 of underpinning is needed.
It should be strongly noted that in the application by the first strengthening steel slab 2, the second strengthening steel slab 3, structure glue 5 and
Split bolt 4 is used cooperatively, and efficiently solves that Masonry Wall is de- to change complex process when being transformed into beam, construction period
It is long, the high problem of cost.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (6)
1. a kind of steel plate of Masonry Wall variable cross-section is de- to change structure, which is characterized in that including strengthening steel slab and structure glue, institute
Stating strengthening steel slab includes the first strengthening steel slab and the second strengthening steel slab, and the first strengthening steel slab is tightly attached to the upper of brick setting both side surface
Portion, the second strengthening steel slab is tightly attached to the lower part of brick setting both side surface and the lower surface of the first strengthening steel slab and second reinforces steel
The upper surface of plate is in contact, and the first strengthening steel slab and the second strengthening steel slab are all made of the table that split bolt is fixed on brick setting two sides
Face, structure glue are filled in respectively between the gap between the first strengthening steel slab and brick setting and the second strengthening steel slab and brick setting
Gap in.
2. the steel plate of Masonry Wall variable cross-section according to claim 1 is de- to change structure, which is characterized in that described second
The side of strengthening steel slab thickness direction is connected to it and by the way of welding with the side of the first strengthening steel slab thickness direction
It connects.
3. the steel plate of Masonry Wall variable cross-section according to claim 1 is de- to change structure, which is characterized in that described first
5-10 split bolt is evenly distributed on strengthening steel slab and the second strengthening steel slab.
4. the steel plate of Masonry Wall variable cross-section according to claim 3 is de- to change structure, which is characterized in that described adjacent
Spacing between split bolt is 200-300mm.
5. the steel plate of Masonry Wall variable cross-section according to claim 1 or 2 is de- to change structure, which is characterized in that described
The reserved fill orifice that reperfusion structure glue is used at one is at least set on first strengthening steel slab and the second strengthening steel slab.
6. the steel plate of Masonry Wall variable cross-section according to claim 1 is de- to change structure, which is characterized in that described first
The thickness of strengthening steel slab and the second strengthening steel slab is different.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821093704.8U CN208455875U (en) | 2018-07-11 | 2018-07-11 | A kind of steel plate of Masonry Wall variable cross-section is de- to change structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821093704.8U CN208455875U (en) | 2018-07-11 | 2018-07-11 | A kind of steel plate of Masonry Wall variable cross-section is de- to change structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208455875U true CN208455875U (en) | 2019-02-01 |
Family
ID=65172303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821093704.8U Expired - Fee Related CN208455875U (en) | 2018-07-11 | 2018-07-11 | A kind of steel plate of Masonry Wall variable cross-section is de- to change structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208455875U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812047A (en) * | 2019-03-26 | 2019-05-28 | 中建四局第一建筑工程有限公司 | One kind is to pull-type steel plate shear force wall strengthening construction structure and method |
-
2018
- 2018-07-11 CN CN201821093704.8U patent/CN208455875U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812047A (en) * | 2019-03-26 | 2019-05-28 | 中建四局第一建筑工程有限公司 | One kind is to pull-type steel plate shear force wall strengthening construction structure and method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190201 Termination date: 20200711 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |