CN204418419U - One joins fiber grid masonry - Google Patents
One joins fiber grid masonry Download PDFInfo
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- CN204418419U CN204418419U CN201520051187.8U CN201520051187U CN204418419U CN 204418419 U CN204418419 U CN 204418419U CN 201520051187 U CN201520051187 U CN 201520051187U CN 204418419 U CN204418419 U CN 204418419U
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- fiber grid
- masonry
- block
- mortar
- vertical reinforcement
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Abstract
One joins fiber grid masonry, belongs to technical field of civil engineering.The masonry of fiber grid material is set in non-reinforced masonry and reinforced masonry.Join fiber grid masonry and have two kinds of classification, one is made up of block, mortar and fiber grid, and two are made up of block, mortar, fiber grid, vertical reinforcement, concrete.Two kinds of forms, in masonry panel, according to proper calculation, lay fiber grid material in the horizontal screed in level altitude place.Transverse reinforcement in fiber grid material substitution body of wall is set in masonry horizontal mortar joint by the utility model, effectively realizes the thin mortar joint design of body of wall, improve masonry wall thermal technology and structural performance.
Description
Technical field
The invention belongs to technical field of civil engineering, particularly relate to one and join fiber grid masonry.
Background technology
Current reinforced masonry structure exists great in constructing amount, the processing of reinforcing bar scene not easily, the shortcomings such as reinforcing bar is easily corroded, especially for the thin mortar joint masonry widelyd popularize at present (body of wall that the gray seam thickness for good energy-conserving effect is less than 5mm cannot configure the reinforcing bar that diameter is 6mm), the mode of conventional arrangement reinforcing bar (or mesh sheet) has become the obstacle of reinforced masonry popularization.In addition, in a compressed state, will produce compressive strain, and the distortion of block itself is minimum, the mainly distortion of mortar joint mortar, mortar joint mortar is thicker, and compressive strain value is larger for masonry, form horizontal tensile stress also larger, therefore masonry more easily destroys.
Summary of the invention
For the technical problem of above-mentioned existence, the invention provides one and join fiber grid masonry.It can improve the intensity of masonry structure, durability, anti-seismic performance, thermal property and delay the emergence and development in crack.
The object of the invention is to be achieved through the following technical solutions:
The present invention includes block, mortar and fiber grid, be connected and fixed by mortar between described adjacent block, lay fiber grid along interval in the screed of described block horizontal direction.
Further, described fiber grid spacing of laying along block horizontal direction is 300-500mm.
Further, when described block materials is brick body, also comprise vertical reinforcement, described vertical reinforcement, in Liang Liezhuan centre position, thickness of wall body direction, is arranged along body of wall length direction interval.
Further, when described block is building-block, also comprise vertical reinforcement and concrete grouting material, described vertical reinforcement is arranged in the vertical hole of masonry building block, and concrete grouting material is in the vertical hole grouting of arranging vertical reinforcement.
Further, described vertical reinforcement is spaced apart 400-600mm.
Further, the mortar gray seam thickness between described adjacent block is 3-5mm.
Beneficial effect of the present invention is:
1. the present invention by arranging fiber grid material in masonry horizontal mortar joint, can reduce field operation amount, accelerate speed of application; Effectively achieve the thin mortar joint design of body of wall, improve masonry wall thermal property; Improve the intensity of masonry, ductility, durability and anti-seismic performance, resistance to compression, shearing resistance and anti-bending bearing capacity anti-crack ability higher than non-reinforced masonry, and delay the emergence and development of wall body slit; Comparatively reinforcing bar is more economical for the cost of simultaneously fiber grid material, and fast compared with reinforced masonry speed of application, good endurance, mortar joint are thinner, thermal property is better.
2. the present invention is after bituminous mixture applies fiber grid, more can resist all kinds of physical abrasion and chemical erosion compared with reinforcing bar, can also resist the adverse effect that bioerosion and climate change bring, to ensure its stable performance; Because fiber grid itself has high-tensile and low elongation, the resisting bending tension of masonry, anti-seismic performance can be increased and delay the effect in crack; Fiber grid from heavy and light, be easy to cut out, construct simple and convenient, workable, construction quality is controlled; The embedding effect of fiber grid, alleviates the lateral strain of mortar, so improve drawing in horizontal mortar joint, curved, the complex stress condition such as to cut; Utilize that fiber grid material section is frivolous can effectively reduce gray seam thickness, and then improve the thermal property of body of wall while improving masonry structure intensity.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention 1.
Fig. 2 is the structural representation of the embodiment of the present invention 2.
Fig. 3 is the structural representation of the embodiment of the present invention 3.
In figure: 1. block, 2. fiber grid, 3. mortar, 4. vertical reinforcement, 5. concrete grouting material, a. horizontal direction fiber grid spacing, b. vertical reinforcement spacing.
Detailed description of the invention
Below by embodiment and accompanying drawing, the invention will be further described.
Embodiment 1: as shown in Figure 1, the present invention includes block 1, mortar and fiber grid 2, is connected and fixed between described adjacent block 1 by mortar 3, lays fiber grid 2 along interval in 3 layers, the mortar of described block 1 horizontal direction.
Described fiber grid 2 spacing of laying along block 1 horizontal direction of this example is 500mm.Mortar 3 gray seam thickness between described adjacent block 1 is 4mm.
In building by laying bricks or stones at the scene, utilize corresponding block to build by laying bricks or stones according to design relevant parameter, first build block 1 by laying bricks or stones, and lay fiber grid 2 material formation according to design conditions in 3 layers, mortar.
Embodiment 2: this example as different from Example 1: this routine described block 1 material is brick body, also comprises vertical reinforcement 4, and described vertical reinforcement 4, in Liang Liezhuan centre position, thickness of wall body direction, is arranged along body of wall length direction interval.Described fiber grid 2 spacing of laying along block 1 horizontal direction of this example is 300mm.Described vertical reinforcement is spaced apart 500mm.Mortar 3 gray seam thickness between described adjacent block 1 is 3mm.
Embodiment 3: this example as different from Example 1: this routine described block 1 is building-block, also comprise vertical reinforcement 4 and concrete grouting material 5, described vertical reinforcement 4 is arranged in the vertical hole of masonry building block 1, and concrete grouting material 5 is in the vertical hole grouting of arranging vertical reinforcement 4.Described fiber grid 2 spacing of laying along block 1 horizontal direction of this example is 400mm.Described vertical reinforcement is spaced apart 400mm.Mortar 3 gray seam thickness between described adjacent block 1 is 5mm.
Embodiment 4: this example as different from Example 3: this routine described vertical reinforcement is spaced apart 600mm.Mortar 3 gray seam thickness between described adjacent block 1 is 4mm.
Claims (6)
1. join a fiber grid masonry, it is characterized in that: comprise block, mortar and fiber grid, be connected and fixed by mortar between described adjacent block, lay fiber grid along interval in the screed of described block horizontal direction.
2. join fiber grid masonry according to claim 1, it is characterized in that: described fiber grid spacing of laying along block horizontal direction is 300-500mm.
3. join fiber grid masonry according to claim 1, it is characterized in that: when described block materials is brick body, also comprise vertical reinforcement, described vertical reinforcement, in Liang Liezhuan centre position, thickness of wall body direction, is arranged along body of wall length direction interval.
4. join fiber grid masonry according to claim 1, it is characterized in that: when described block is building-block, also comprise vertical reinforcement and concrete grouting material, described vertical reinforcement is arranged in the vertical hole of masonry building block, and concrete grouting material is in the vertical hole grouting of arranging vertical reinforcement.
5. according to claim 3 or 4, join fiber grid masonry, it is characterized in that: described vertical reinforcement is spaced apart 400-600mm.
6. join fiber grid masonry according to claim 1, it is characterized in that: the mortar gray seam thickness between described adjacent block is 3-5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520051187.8U CN204418419U (en) | 2015-01-23 | 2015-01-23 | One joins fiber grid masonry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520051187.8U CN204418419U (en) | 2015-01-23 | 2015-01-23 | One joins fiber grid masonry |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204418419U true CN204418419U (en) | 2015-06-24 |
Family
ID=53468803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520051187.8U Expired - Fee Related CN204418419U (en) | 2015-01-23 | 2015-01-23 | One joins fiber grid masonry |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204418419U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563327A (en) * | 2015-01-23 | 2015-04-29 | 沈阳建筑大学 | Masonry with fiber grid |
| WO2019153808A1 (en) * | 2018-02-08 | 2019-08-15 | 中国矿业大学 | Construction method for high-ductility masonry wall having reinforced joint mortar layer |
-
2015
- 2015-01-23 CN CN201520051187.8U patent/CN204418419U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563327A (en) * | 2015-01-23 | 2015-04-29 | 沈阳建筑大学 | Masonry with fiber grid |
| WO2019153808A1 (en) * | 2018-02-08 | 2019-08-15 | 中国矿业大学 | Construction method for high-ductility masonry wall having reinforced joint mortar layer |
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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: 20150624 Termination date: 20170123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |