CN203905526U - Building body mortar joint reinforcing structure - Google Patents
Building body mortar joint reinforcing structure Download PDFInfo
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- CN203905526U CN203905526U CN201420231491.6U CN201420231491U CN203905526U CN 203905526 U CN203905526 U CN 203905526U CN 201420231491 U CN201420231491 U CN 201420231491U CN 203905526 U CN203905526 U CN 203905526U
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Abstract
The utility model relates to a building body mortar joint reinforcing structure, which comprises an original building body structure wall body, wherein mortar joints are arranged between adjacent building bodies arranged at the upper and lower layers of the original building body structure wall body; the mortar joints are provided with three sections in the thickness direction of the wall body, i.e., the cross section direction of the wall body; the three sections respectively comprise a bonding section positioned in the middle and horizontal groove sections respectively positioned at the two ends of the bonding section; the cross section of the bonding region positioned in the middle is in a rectangular shape; the cross sections of the horizontal groove sections arranged at the two ends are respectively in a leftward notch shape and a rightward notch shape, and the notches respectively face the outer side of the wall body; the bonding section and the horizontal groove sections arranged at the two ends are respectively in longitudinal penetrated arrangement along the original building body structure wall body; the lengths of the cross sections of the three sections arranged in the cross section direction of the wall body are respectively identical; and the bonding section and the horizontal groove sections are respectively filled with bonding materials. The building body mortar joint reinforcing structure has the advantages that the pressure-resistant and shearing-resistant capability of a building body can be improved; the safety of a house is ensured; meanwhile, the construction cost is lower; the original space is not occupied after the wall body reinforcement; and the building body mortar joint reinforcing structure can be widely applied to house reinforcement.
Description
Technical field
The utility model relates to a kind of masonry mortar joint ruggedized construction, belongs to earthquake-resistant building reinforcing technique field.
Background technology
Along with development, the raising of the level of the productive forces and the progress of science and technology of human society, design of building structures standard improves constantly, and people also more and more pay attention to the safety of house.In the face of the masonry structure buildings that exist in a large number now, more reinforcement means arises at the historic moment, and in the face of the Positive and Negative Aspects of various reinforcement means, selects a kind of rationally effective, reinforcement means that economy is higher to become most resident's basic demand.The utility model thinks that based on formula (7.2.7-2) content in " seismic design provision in building code " size of mortar strength in masonry structure mortar joint can play very large effect in the resistance to compression of whole masonry and shearing resistance, and configuration level reinforcing bar improves not quite the intensity of masonry structure, and adopt steel reinforcing method cost higher.Therefore, rationally reinforcement means is particularly important easily in selection, and the reinforcing expense that can save like this peasant can provide again reinforcement means safely and effectively, increases the application life in house.Can predict, along with the raising of people to self dwelling environment security requirement and the requirement to economy, if this technology is promoted, aspect Strengthened Masonry Walls house, will there is significant economic benefit.
Utility model content
The utility model can not reach code requirement and adopt the problem that other reinforcement means expenses are higher in order to solve existing masonry structure building anti-seismic performance, a kind of masonry mortar joint ruggedized construction has been proposed, object is to improve resistance to compression and the shear resistance of part mortar, and the resistance to compression of whole masonry and shear resistance are effectively improved.
The technical solution of the utility model is as follows:
A kind of masonry mortar joint ruggedized construction, comprise former Masonry Wall, between the upper and lower layer of former Masonry Wall adjacent masonry, be provided with mortar joint, described mortar joint is along thickness of wall body direction, be provided with three sections along wall transversal cross-wise direction, the level trough section that it comprises the bonding section in the middle of being positioned at and lays respectively at bonding section two ends, middle bonding section cross section is rectangle, the level trough section cross section at two ends is respectively "] " and " [" type, its notch is all towards wall outer side; The level trough section at described bonding section and two ends all longitudinally connects setting along former Masonry Wall; The cross-section lengths of described three sections that arrange along wall transversal cross-wise direction all equates; In described bonding section and level trough section, be all filled with adhesive.
In described bonding section and level trough section, be filled with respectively identical or different adhesive.
Described former walls with brick masonry structure body thickness is 240mm-390mm.
Described gray seam thickness is 3mm-10mm.
Described former Masonry Wall is solid brick body of wall.Solid brick in solid brick body of wall is of a size of: length × wide × height=240mm × 115mm × 53mm.
Or described former Masonry Wall is hollow concrete block wall.Building-block in hollow concrete block wall is of a size of: length × wide × height=390mm × 190mm × 190mm.
Adhesive is mortar, i.e. conventional cement mortar, and the label of the mortar of filling in the section that wherein bonds or intensity are lower than label or the intensity of the mortar of filling in level trough.
Wherein, improvement of the present utility model is reinforced masonry wall structure, but not material.
Beneficial effect:
The utility model constructing operation is simple, and construction cost is lower, and indoorly after wall reinforcement still keeps original usable floor area, does not take original interior space.Thereby the raising that utilizes mortar/adhesive intensity effectively improves the intensity of masonry structure, makes it meet shockproof requirements.Ensure the safety in utilization in house, reduced personnel and property loss that disaster causes, increased the application life in house.
Brief description of the drawings
Fig. 1 is masonry mortar joint ruggedized construction elevation of the present utility model;
Fig. 2 is the A-A sectional drawing of Fig. 1.
In figure, 1: former Masonry Wall; 2,3: adhesive.
Detailed description of the invention
As shown in Figure 1-2, masonry mortar joint ruggedized construction of the present utility model, detailed description of the invention is as follows:
Embodiment 1
A kind of masonry mortar joint ruggedized construction, comprise former Masonry Wall 1, thickness is 240mm-390mm, between 1 upper and lower layer of adjacent masonry of former Masonry Wall, be provided with mortar joint, gray seam thickness is 3mm-10mm, mortar joint is along thickness of wall body direction, be provided with three sections along wall transversal cross-wise direction, the level trough section that it comprises the bonding section in the middle of being positioned at and lays respectively at bonding section two ends, middle bonding section cross section is rectangle, the level trough section cross section at two ends is respectively "] " and " [" type, its notch is all towards wall outer side; The level trough section at bonding section and two ends all longitudinally connects and arranges along former Masonry Wall 1; The cross-section lengths of three sections that arrange along wall transversal cross-wise direction all equates; In described bonding section and level trough section, be all filled with adhesive 2,3, adhesive 2,3 is mortar, i.e. conventional cement mortar, and the label of the mortar of filling in the section that wherein bonds or intensity are lower than label or the intensity of the mortar of filling in level trough.Wherein, former Masonry Wall 1 is solid brick body of wall, and solid brick is of a size of: length × wide × height=240mm × 115mm × 53mm.In its bonding section, strength classes of mortar is M2.5 or M5.0, and in level trough section, strength classes of mortar is M7.5, M10 or M15.
Embodiment 2
Former Masonry Wall 1 in the present embodiment is hollow concrete block wall.Building-block in hollow concrete block wall is of a size of: length × wide × height=390mm × 190mm × 190mm, and in its bonding section, strength classes of mortar is Mb2.5 or Mb5.0, and in level trough section, strength classes of mortar is Mb7.5, Mb10 or Mb15.Other structure and method, with embodiment 1, no longer describe in detail herein.
Be more than two kinds of embodiments of the present utility model, enforcement of the present utility model is not limited to this.
Claims (8)
1. a masonry mortar joint ruggedized construction, comprise former Masonry Wall (1), between the upper and lower layer of former Masonry Wall (1) adjacent masonry, be provided with mortar joint, it is characterized in that: described mortar joint is along thickness of wall body direction, be provided with three sections along wall transversal cross-wise direction, the level trough section that it comprises the bonding section in the middle of being positioned at and lays respectively at bonding section two ends, middle bonding section cross section is rectangle, the level trough section cross section at two ends is respectively "] " and " [" type, its notch is all towards wall outer side; The level trough section at described bonding section and two ends all longitudinally connects and arranges along former Masonry Wall (1); The cross-section lengths of described three sections that arrange along wall transversal cross-wise direction all equates; In described bonding section and level trough section, be all filled with adhesive (2,3).
2. masonry mortar joint ruggedized construction according to claim 1, is characterized in that: in described bonding section and level trough section, be filled with respectively identical or different adhesive (2,3).
3. masonry mortar joint ruggedized construction according to claim 1, is characterized in that: described former Masonry Wall (1) thickness is 240mm-390mm.
4. masonry mortar joint ruggedized construction according to claim 1, is characterized in that: described gray seam thickness is 3mm-10mm.
5. masonry mortar joint ruggedized construction according to claim 1, is characterized in that: described former Masonry Wall (1) is solid brick body of wall.
6. masonry mortar joint ruggedized construction according to claim 5, is characterized in that: the solid brick in described solid brick body of wall is of a size of: length × wide × height=240mm × 115mm × 53mm.
7. masonry mortar joint ruggedized construction according to claim 1, is characterized in that: described former Masonry Wall (1) is hollow concrete block wall.
8. masonry mortar joint ruggedized construction according to claim 7, is characterized in that: the building-block in described hollow concrete block wall is of a size of: length × wide × height=390mm × 190mm × 190mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420231491.6U CN203905526U (en) | 2014-05-06 | 2014-05-06 | Building body mortar joint reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420231491.6U CN203905526U (en) | 2014-05-06 | 2014-05-06 | Building body mortar joint reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203905526U true CN203905526U (en) | 2014-10-29 |
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ID=51779814
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420231491.6U Expired - Fee Related CN203905526U (en) | 2014-05-06 | 2014-05-06 | Building body mortar joint reinforcing structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203905526U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105545002A (en) * | 2015-12-03 | 2016-05-04 | 四川省大卫建筑设计有限公司 | Method of mending crack in ancient building wall body |
| CN107386676A (en) * | 2016-02-17 | 2017-11-24 | 朱奎 | Brick wall reinforced construction method |
| CN112096113A (en) * | 2020-09-11 | 2020-12-18 | 西安建筑科技大学 | High-ductility concrete caulking reinforced ancient building masonry wall and reinforcing construction process thereof |
-
2014
- 2014-05-06 CN CN201420231491.6U patent/CN203905526U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105545002A (en) * | 2015-12-03 | 2016-05-04 | 四川省大卫建筑设计有限公司 | Method of mending crack in ancient building wall body |
| CN107386676A (en) * | 2016-02-17 | 2017-11-24 | 朱奎 | Brick wall reinforced construction method |
| CN112096113A (en) * | 2020-09-11 | 2020-12-18 | 西安建筑科技大学 | High-ductility concrete caulking reinforced ancient building masonry wall and reinforcing construction process thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141029 Termination date: 20170506 |
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| CF01 | Termination of patent right due to non-payment of annual fee |