CN218205045U - Masonry wall and building - Google Patents
Masonry wall and building Download PDFInfo
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- CN218205045U CN218205045U CN202222391756.6U CN202222391756U CN218205045U CN 218205045 U CN218205045 U CN 218205045U CN 202222391756 U CN202222391756 U CN 202222391756U CN 218205045 U CN218205045 U CN 218205045U
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Abstract
The utility model discloses a masonry wall and a building, wherein the masonry wall comprises a wall body and a high-strength mortar layer; the wall body comprises a plurality of building blocks and a transverse mortar joint layer arranged between two vertically adjacent layers of building blocks; the transverse mortar joint layer is provided with a plurality of first grooves and a plurality of second grooves along the length direction of the wall body, the first grooves and the second grooves are alternately arranged, every two adjacent first grooves are communicated with each other, and the depth of each first groove is larger than that of each second groove; along the thickness direction of wall body, the quantity of first recess and second recess is two sets of that deviate from the setting each other, and first recess and second recess all fill have the mortar layer that excels in. The masonry wall improves the compression resistance and the shear resistance, does not occupy the original space in a house after being reinforced, and has the advantages of low reinforcing cost, stable reinforcement and difficult interface damage.
Description
Technical Field
The utility model relates to a building antidetonation reinforcing technical field especially relates to a brickwork wall and building.
Background
With the development of economy and the progress of society, the design standard of the structure is continuously improved, and a large number of masonry structure houses exist in most rural areas in China.
However, these masonry structure houses are designed according to outdated structural design standards or are not designed strictly according to the design standards, and most of the existing masonry structure houses have long service lives, so that the masonry structure houses cannot meet the existing design standards, and therefore, a large number of masonry structure houses need to be reinforced. The existing masonry structure reinforcing methods such as a reinforced concrete additional layer reinforcing method, an outer-wrapped angle steel reinforcing method, an embedded rib reinforcing method and the like have the problems of occupying indoor space, being high in manufacturing cost and the like; the traditional caulking reinforcing method also has the problem that the interface is easy to damage under the action of vertical load due to overlarge difference of the masonry strength of the caulking part.
Accordingly, there is a need for a new masonry wall and building that addresses or at least alleviates the above-mentioned deficiencies.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a brickwork wall and building aims at solving among the prior art building can not reach standard requirement, reinforcement method cost height and easily cause the technical problem of interface destruction.
To achieve the above objects, according to one aspect of the present invention, there is provided a masonry wall, comprising a wall body and a high strength mortar layer; the wall body comprises a plurality of building blocks and a transverse mortar joint layer arranged between two vertically adjacent layers of the building blocks; along the length direction of the wall body, the transverse mortar joint layer is provided with a plurality of first grooves and a plurality of second grooves, the first grooves and the second grooves are alternately arranged, every two adjacent first grooves are communicated with the second grooves, and the depth of each first groove is larger than that of each second groove; along the thickness direction of wall body, the quantity of first recess with the second recess is two sets of that deviate from the setting each other, first recess with the second recess all is filled the mortar layer that excels in.
In one embodiment, a vertical mortar joint layer is formed between two transversely adjacent building blocks, and along the thickness direction of the wall body, the vertical mortar joint layer comprises a first high-strength mortar section, an original mortar section and a second high-strength mortar section, wherein the first high-strength mortar section and the second high-strength mortar section are respectively connected to two sides of the original mortar section.
In one embodiment, along the length direction of the wall body, the distance between two adjacent vertical mortar joint layers is 450 mm-650 mm.
In one embodiment, the thickness of the transverse mortar joint layer is 8-12 mm; and/or the thickness of the vertical mortar joint layer is 8-12 mm.
In one embodiment, the depth of the first high-strength mortar section is the same as the depth of the second groove; and/or the depth of the second high-strength mortar section is the same as that of the second groove.
In one embodiment, a vertical mortar joint layer is formed between two transversely adjacent building blocks, and the vertical mortar joint layers are formed by filling the high-strength mortar layers.
In one embodiment, the depth of the second groove is 1/6-1/3 of the thickness of the wall body.
In one embodiment, the building blocks are solid bricks, and the strength grade of the high-strength mortar layer is not less than M10.
In one embodiment, the building blocks are hollow building blocks, and the strength grade of the high-strength mortar layer is not less than Mb10.
According to another aspect of the present invention, there is also provided a building comprising the masonry wall of any one of the above.
In the technical scheme of the utility model, the masonry wall comprises a wall body and a high-strength mortar layer; the wall body comprises a plurality of building blocks and a transverse mortar joint layer arranged between two vertically adjacent building blocks; the transverse mortar joint layer is provided with a plurality of first grooves and a plurality of second grooves along the length direction of the wall body, the first grooves and the second grooves are alternately arranged, each adjacent first groove and each adjacent second groove are communicated with each other, and the depth of each first groove is greater than that of each second groove; along the thickness direction of wall body, the quantity of first recess and second recess is two sets of that deviate from the setting each other, and first recess and second recess all fill have the mortar layer that excels in. The method for reinforcing the masonry wall which does not accord with the building design standard comprises the following steps: firstly, chiseling a plurality of first grooves and second grooves which are different in depth and are alternately arranged on two sides of a transverse mortar joint layer consisting of an original mortar layer, then filling high-strength mortar layers into the first grooves and the second grooves, filling the high-strength mortar into the high-strength mortar layers from the edges of the two sides of the wall body to the middle of the wall body, and gradually extruding the high-strength mortar layers to form the high-strength mortar layers, so that the high-strength mortar layers reach the degree of compactness, replacing the original mortar layers at the first grooves and the second grooves with the high-strength mortar layers, and finally, plastering the mortar on the two side surface layers of the wall body after the high-strength mortar layers reach certain strength; the interface that high strength mortar layer and former mortar layer are connected in the new horizontal mortar joint layer that this reinforcement mode formed is not on same vertical plane, but is the cusp of alternative arrangement to can prevent effectively in same interface department that former mortar layer and high strength mortar layer intensity differ greatly and cause the interfacial damage, improve the resistance to compression, the shear behavior of brickwork wall. The utility model discloses a through use the former mortar of mortar replacement that excels in the both sides of brickwork wall, form former mortar layer and the horizontal mortar joint layer that the mortar layer that excels in is the crisscross distribution form, improved the compressive property and the shear resistance of brickwork wall to original space in the house is not taken after consolidating, has to consolidate the cost low, consolidate stably to brickwork wall, is difficult for causing interface destruction's advantage.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
FIG. 1 is a front view of a masonry wall according to an embodiment of the present invention;
FIG. 2 isbase:Sub>A cross-sectional view taken at A-A of FIG. 1;
FIG. 3 is a cross-sectional view taken at B-B of FIG. 1;
FIG. 4 is a schematic structural view of the transverse mortar joint not filled with the high-strength mortar layer according to the embodiment of the present invention;
fig. 5 is a side view of masonry wall according to an embodiment of the present invention.
The reference numbers illustrate:
| reference numerals | Name (R) | Reference numerals | Name (R) |
| 100 | |
12 | Transverse mortar joint layer |
| 1 | |
13 | Vertical |
| 2 | High- |
121 | The |
| 3 | |
122 | |
| 11 | Building blocks |
The realization, the functional characteristics and the advantages of the utility model are further explained by combining the embodiment and referring to the attached drawings.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It should be noted that all the directional indicators (such as up, down, left, right, front, back, 8230; \8230;) in the embodiments of the present invention are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the attached drawings), and if the specific posture is changed, the directional indicator is changed accordingly.
In addition, descriptions in the present application as to "first", "second", and the like are for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicit to the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of the feature. In the description of the present invention, "a plurality" means at least two groups, e.g., two groups, three, etc., unless specifically limited otherwise.
In the present application, unless expressly stated or limited otherwise, the terms "connected" and "secured" are to be construed broadly, and thus, for example, "secured" may be a fixed connection, a removable connection, or an integral part; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any combination, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In addition, the technical solutions between the embodiments of the present invention can be combined with each other, but it is necessary to be able to be realized by a person having ordinary skill in the art as a basis, and when the technical solutions are contradictory or cannot be realized, the combination of such technical solutions should be considered to be absent, and is not within the protection scope of the present invention.
Referring to fig. 1 to 5, according to an aspect of the present invention, the present invention provides a masonry wall 100, wherein the masonry wall 100 includes a wall 1 and a high strength mortar layer 2; the wall body 1 comprises a plurality of building blocks 11 and a transverse mortar joint layer 12 arranged between two vertically adjacent layers of the building blocks 11; along the length direction of the wall 1, the transverse mortar joint layer 12 is provided with a plurality of first grooves 121 and a plurality of second grooves 122, the first grooves 121 and the second grooves 122 are alternately arranged, each adjacent first groove 121 and second groove 122 are communicated with each other, and the depth of the first groove 121 is greater than that of the second groove 122; along the thickness direction of wall body 1, the quantity of first recess 121 and second recess 122 is two sets of that deviate from the setting each other, and first recess 121 and second recess 122 all fill have high strength mortar layer 2.
It should be noted that the step of reinforcing the masonry wall 100 that does not meet the building design standard specifically includes: firstly, a plurality of first grooves 121 and second grooves 122 which are different in depth and are alternately arranged are formed in two sides of a transverse mortar joint layer 12 consisting of original mortar layers 3, then, high-strength mortar layers 2 are filled into the first grooves 121 and the second grooves 122, the high-strength mortar is filled into the middle of the wall body 1 from the edges of the two sides of the wall body and is gradually extruded to form the high-strength mortar layers 2, so that the high-strength mortar layers 2 reach the degree of compactness, the original mortar layers 3 at the positions of the first grooves 121 and the second grooves 122 are replaced by the high-strength mortar layers 2, and finally, after the high-strength mortar layers 2 reach a certain strength, mortar on two side surface layers of the wall body 1 is smeared; the interface that high strength mortar layer 2 and former mortar layer 3 are connected in the new horizontal mortar joint layer 12 that this reinforcement mode formed is not on same vertical plane, but is the cusp of arranging in turn to can prevent effectively in same interface department that former mortar layer 3 and high strength mortar layer 2 intensity differ greatly and cause the interfacial damage, improve the resistance to compression, the shear performance of brickwork wall 100. Wherein, the horizontal mortar joint layer 12 of both sides can be excavated simultaneously, also can dig one side earlier, fill out the opposite side of digging again behind the mortar that excels in, the horizontal mortar joint layer 12 of replacement can all use above-mentioned mode replacement about two adjacent horizontal mortar joint layers 12 in this reinforcement mode, also can the interval replacement (replace the horizontal mortar joint layer 12 that has not replaced former mortar bed 3 in the interval between two-layer horizontal mortar joint layer 12 that fills the mortar bed 2 that excels in promptly, can practice thrift the cost when guaranteeing structural strength), the utility model discloses do not specifically prescribe a limit to this. In the embodiment, the high-strength mortar is used for replacing the original mortar at two sides of the masonry wall 100 to form the transverse mortar joint layers 12 with the original mortar layers 3 and the high-strength mortar layers 2 in a staggered distribution manner, so that the compression resistance and the shear resistance of the masonry wall 100 are improved, the original space in a house is not occupied after reinforcement, and the masonry wall has the advantages of low reinforcement cost, stable reinforcement and difficulty in causing interface damage to the masonry wall 100. Specifically, the dimensions of the block 11 are: the length × width × height =240mm × 115mm × 53mm, and the added length of the single set of the first groove 121 and the second groove 122 is 150mm to 350mm.
In an embodiment, referring to fig. 1, a vertical mortar joint layer 13 is formed between two transversely adjacent building blocks 11, and along the thickness direction of the wall 1, the vertical mortar joint layer 13 includes a first high-strength mortar section, an original mortar section and a second high-strength mortar section, the first high-strength mortar section and the second high-strength mortar section are respectively connected to two sides of the original mortar section, the first high-strength mortar section and the second high-strength mortar section are both formed by filling high-strength mortar, the integrity of the masonry wall 100 can be effectively increased by replacing part of the original mortar with the high-strength mortar along the transverse mortar joint layer 12 and the upper and lower vertical mortar joint layers 13, and the shear-resistant bearing capacity of the masonry wall 100 can be effectively improved by the new vertical mortar joint layer 13. Wherein, the length of the first high-strength mortar section and the length of the second high-strength mortar section can be the same.
In one embodiment, referring to fig. 1, the distance between two adjacent vertical mortar joint layers 13 is 450mm to 650mm along the length direction of the wall 1, and vertical mortar joint layers 13 (which may be one or more) which do not replace the original mortar layer 3 are arranged between the vertical mortar joint layers 13 filled with the high-strength mortar in the horizontal direction, so that the structural strength can be ensured and the cost can be saved.
In one embodiment, in order to ensure the structural strength of the masonry wall 100, the thickness of the horizontal mortar joint layer 12 is 8mm to 12mm, and the thickness of the vertical mortar joint layer 13 is 8mm to 12mm. Specifically, the thickness of each of the vertical mortar joint layer 13 and the transverse mortar joint layer 12 is 10mm.
In an embodiment, in order to ensure the integrity of the masonry wall 100 and facilitate the construction, the depth of the first high-strength mortar section is the same as the depth of the second groove 122, and the depth of the second high-strength mortar section is the same as the depth of the second groove 122.
In one embodiment, a vertical mortar joint layer 13 is formed between two transversely adjacent building blocks 11, and each vertical mortar joint layer 13 is formed by filling a high-strength mortar layer 2. The original mortar layers 3 are all filled with the high-strength mortar layer 2 instead, so that the shear resistance of the masonry wall 100 is stronger.
In one embodiment, referring to fig. 3 and 4, the depth of the second groove 122 is 1/6 to 1/3 of the thickness of the wall 1, for example, the thickness of the masonry wall 100 is 240mm, the depth of the second groove 122 is 40mm to 80mm, and the depth of the raw mortar layer 3 is 80mm to 160mm.
In one embodiment, the blocks 11 may be solid or hollow blocks. When the building block 11 is a solid brick, the strength grade of the high-strength mortar layer 2 is not less than M10, specifically M10 which is suitable for the solid brick, and the strength grade of the original mortar layer 3 is not more than M5.0, specifically M2.5; it should be noted that, the mortar ratio of each strength grade is prior art, and does not belong to the invention point of the present invention, the present invention claims the structure of the masonry wall 100 made of solid bricks with the strength grade. When the block 11 is a solid brick, the length of the first groove 121 and the second groove 122 in a single group may be 200mm, and the depth of the second groove 122 may be 80mm.
In an embodiment, the blocks 11 may also be hollow blocks 11, the strength grade of the high-strength mortar layer 2 is not less than Mb10, specifically, mb15 adapted to the hollow blocks 11, and the strength grade of the raw mortar layer 3 is not more than Mb5.0, specifically, mb5. When the block 11 is a hollow block 11, the length of the first groove 121 and the second groove 122 in a single group may be 250mm, and the depth of the second groove 122 may be 60mm.
According to another aspect of the present invention, there is also provided a building comprising the masonry wall 100 of any one of the above. Since the building adopts all the technical solutions of the masonry wall 100 in all the embodiments, at least all the beneficial effects brought by all the technical solutions are achieved, and details are not repeated herein.
The above is only the preferred embodiment of the present invention, not so limiting the patent scope of the present invention, all of which are in the utility model discloses a conceive, utilize the equivalent structure transform that the content of the specification and the attached drawings did, or directly/indirectly use all to include in other relevant technical fields the patent protection scope of the present invention.
Claims (10)
1. The masonry wall is characterized by comprising a wall body and a high-strength mortar layer; the wall body comprises a plurality of building blocks and a transverse mortar joint layer arranged between two vertically adjacent layers of the building blocks; along the length direction of the wall body, the transverse mortar joint layer is provided with a plurality of first grooves and a plurality of second grooves, the first grooves and the second grooves are alternately arranged, every two adjacent first grooves are communicated with the second grooves, and the depth of each first groove is larger than that of each second groove; along the thickness direction of wall body, the quantity of first recess with the second recess is two sets of that deviate from the setting each other, first recess with the second recess all is filled the mortar layer that excels in.
2. The masonry wall according to claim 1, wherein a vertical mortar joint layer is formed between two laterally adjacent blocks, and the vertical mortar joint layer comprises a first high-strength mortar section, a raw mortar section and a second high-strength mortar section along the thickness direction of the wall body, wherein two sides of the raw mortar section are respectively connected with the first high-strength mortar section and the second high-strength mortar section.
3. The masonry wall of claim 2, wherein the distance between two adjacent vertical mortar joint layers along the length direction of the wall body is 450mm to 650mm.
4. The masonry wall of claim 2, wherein the thickness of the transverse mortar joint layer is 8mm to 12mm; and/or the thickness of the vertical mortar joint layer is 8-12 mm.
5. The masonry wall of claim 2, wherein the depth of the first high strength mortar section is the same as the depth of the second groove; and/or the depth of the second high-strength mortar section is the same as that of the second groove.
6. The masonry wall according to claim 1, wherein vertical mortar joint layers are formed between two laterally adjacent blocks, and each vertical mortar joint layer is filled with the high-strength mortar layer.
7. The masonry wall of claim 1, wherein the depth of the second groove is 1/6 to 1/3 of the thickness of the wall.
8. The masonry wall of claim 1, wherein the blocks are solid bricks and the high strength mortar bed has a strength rating of no less than M10.
9. The masonry wall of claim 1, wherein the blocks are hollow blocks and the high strength mortar layer has a strength rating of no less than Mb10.
10. A building characterised in that it comprises masonry walls according to any one of claims 1 to 9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222391756.6U CN218205045U (en) | 2022-09-06 | 2022-09-06 | Masonry wall and building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222391756.6U CN218205045U (en) | 2022-09-06 | 2022-09-06 | Masonry wall and building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218205045U true CN218205045U (en) | 2023-01-03 |
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ID=84631536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222391756.6U Active CN218205045U (en) | 2022-09-06 | 2022-09-06 | Masonry wall and building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218205045U (en) |
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2022
- 2022-09-06 CN CN202222391756.6U patent/CN218205045U/en active Active
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