CN204850520U - Loam wall body reinforced structure - Google Patents
Loam wall body reinforced structure Download PDFInfo
- Publication number
- CN204850520U CN204850520U CN201520488073.XU CN201520488073U CN204850520U CN 204850520 U CN204850520 U CN 204850520U CN 201520488073 U CN201520488073 U CN 201520488073U CN 204850520 U CN204850520 U CN 204850520U
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- Prior art keywords
- rammed earth
- wall
- reinforcement
- arrangement
- brick post
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Abstract
The utility model discloses a loam wall body reinforced structure, including loam wall and arrangement of reinforcement mortar area, the brick post has all been wrapped up at the both ends of loam wall, the both sides of loam wall are all seted up flutedly, the recess is located between two brick posts, the inboard embedding in arrangement of reinforcement mortar area in the recess, the cross -sectional width in arrangement of reinforcement mortar area is greater than the degree of depth of recess, be provided with the horizontal reinforcement in the arrangement of reinforcement mortar area, the both ends of horizontal reinforcement are stretched into the brick post that is arranged in the loam wall both ends respectively and are compressed tightly in the brick post. The utility model discloses simple structure, low in cost improves the anti -seismic performance of the loam wall body and is showing, through at loam wall both ends parcel brick post to setting up arrangement of reinforcement mortar area, making the horizontal reinforcement both ends in the arrangement of reinforcement mortar area stretch into the brick post that is arranged in the loam wall both ends respectively and compress tightly in the brick post, traditional immature soil structure loam wall body is compared to reinforcement loam wall that can be fine, and the bearing capacity that shears of wall body improves, ductility and wholeness enhancement, and anti -seismic performance is better.
Description
Technical field
The utility model belongs to civil engineering earth building component technology field, is specifically related to a kind of rammed earth body of wall ruggedized construction.
Background technology
Material of raw-soil structure is not only easy to gather materials on the spot, and easy construction is cheap; And thermal property is good, there is good regulating power to interior temperature and humidity; The immature soil is a kind of constructional materials of low embodied energy simultaneously, and do not have waste disposal problem, the constructional materials after dismounting can be absorbed by environment, can not have side effects to environment.Material of raw-soil structure experiences wind and rain in thousand and still vigorous, especially still extensively retain in China western rural areas, so a large amount of material of raw-soil structure houses is removed reconstruction in a short time and is still had any problem, to improve the problem of material of raw-soil structure poor seismic behavior, a kind of strengthening reconstruction measure to existing material of raw-soil structure house is proposed extremely urgent and significant.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned the deficiencies in the prior art, provides a kind of rammed earth body of wall ruggedized construction.This ruggedized construction is simple, cheap, improves significantly the anti-seismic performance of rammed earth body of wall.This structure by rammed earth wall two ends coated brick post, and arranges arrangement of reinforcement mortar band, and the brick post two ends of the horizontal reinforcement in arrangement of reinforcement mortar band being stretched into respectively be arranged in rammed earth wall two ends is also pressed in brick post, can be good at reinforcing rammed earth wall; Preferred anchor pole connects rammed earth wall and brick post, makes rammed earth wall and brick post form an entirety, compares traditional material of raw-soil structure rammed earth body of wall, and the shear-carrying capacity of body of wall improves, and ductility and globality are strengthened, good seismic performance.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of rammed earth body of wall ruggedized construction, it is characterized in that, comprise rammed earth wall and arrangement of reinforcement mortar band, the two ends of described rammed earth wall are all enclosed with brick post, the both sides of described rammed earth wall all offer groove, described groove is between two brick posts, the inner side of described arrangement of reinforcement mortar band embeds in described groove, the breadth of section of arrangement of reinforcement mortar band is greater than the degree of depth of described groove, horizontal reinforcement is provided with in described arrangement of reinforcement mortar band, the two ends of described horizontal reinforcement are stretched into the brick post that is arranged in rammed earth wall two ends respectively and are pressed in brick post.
Above-mentioned a kind of rammed earth body of wall ruggedized construction, is characterized in that, the number of recesses of described rammed earth wall both sides is multiple and along rammed earth wall short transverse and evenly lays.
Above-mentioned a kind of rammed earth body of wall ruggedized construction, is characterized in that, the quantity of described horizontal reinforcement is 2 ~ 3.
Above-mentioned a kind of rammed earth body of wall ruggedized construction, is characterized in that, the diameter of horizontal reinforcement is 6mm.
Above-mentioned a kind of rammed earth body of wall ruggedized construction, it is characterized in that, described rammed earth wall is connected by anchor pole with brick post.
Above-mentioned a kind of rammed earth body of wall ruggedized construction, it is characterized in that, one end of described anchor pole is stretched in rammed earth wall, and the other end is pressed in brick post and end is concordant with brick column end.
Above-mentioned a kind of rammed earth body of wall ruggedized construction, is characterized in that, the quantity of described anchor pole is multiple, and multiple described anchor pole is evenly laid along the short transverse of rammed earth wall.
The utility model compared with prior art has the following advantages:
1, the utility model structure is simple, cheap, improves significantly the anti-seismic performance of rammed earth body of wall.
2, the utility model is by rammed earth wall two ends coated brick post, and arranges arrangement of reinforcement mortar band, and the brick post two ends of the horizontal reinforcement in arrangement of reinforcement mortar band being stretched into respectively be arranged in rammed earth wall two ends is also pressed in brick post, can be good at reinforcing rammed earth wall; Preferred anchor pole connects rammed earth wall and brick post, makes rammed earth wall and brick post form an entirety.
3, structure of the present utility model compares traditional material of raw-soil structure rammed earth body of wall, and the shear-carrying capacity of body of wall improves, and ductility and globality are strengthened, good seismic performance.
4, adopt structure of the present utility model, only with the reinforcing using a small amount of mortar, reinforcing bar and brick can complete rammed earth wall, avoid a large amount of dismountings in material of raw-soil structure house, more effective to the lifting of traditional material of raw-soil structure seismic performance of building.
Below in conjunction with drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model ruggedized construction.
Fig. 2 is the top view of Fig. 1.
Description of reference numerals:
1-rammed earth wall; 2-brick post; 3-arrangement of reinforcement mortar band;
4-anchor pole; 5-horizontal reinforcement.
Detailed description of the invention
As depicted in figs. 1 and 2, rammed earth body of wall ruggedized construction of the present utility model, comprise rammed earth wall 1 and arrangement of reinforcement mortar band 3, the two ends of described rammed earth wall 1 are all enclosed with brick post 2, the both sides of described rammed earth wall 1 all offer groove, described groove is between two brick posts 2, the inner side of described arrangement of reinforcement mortar band 3 embeds in described groove, the breadth of section of arrangement of reinforcement mortar band 3 is greater than the degree of depth of described groove, be provided with horizontal reinforcement 5 in described arrangement of reinforcement mortar band 3, the two ends of described horizontal reinforcement 5 are stretched into the brick post 2 that is arranged in rammed earth wall 1 two ends respectively and are pressed in brick post 2.
In the present embodiment, the number of recesses of described rammed earth wall 1 both sides is multiple and along rammed earth wall 1 short transverse and evenly lays.
In the present embodiment, the quantity of described horizontal reinforcement 5 is 2 ~ 3.
In the present embodiment, the diameter of horizontal reinforcement 5 is 6mm.
In the present embodiment, described rammed earth wall 1 is connected by anchor pole 4 with brick post 2.
In the present embodiment, one end of described anchor pole 4 is stretched in rammed earth wall 1, and the other end is pressed in brick post 2 and end is concordant with brick post 2 end.
In the present embodiment, the quantity of described anchor pole 4 is multiple, and multiple described anchor pole 4 is evenly laid along the short transverse of rammed earth wall 1.
The utility model by rammed earth wall 1 two ends coated brick post 2, and arranges arrangement of reinforcement mortar band 3, and the brick post 2 two ends of the horizontal reinforcement 5 in arrangement of reinforcement mortar band 3 being stretched into respectively be arranged in rammed earth wall 1 two ends is also pressed in brick post 2, can be good at reinforcing rammed earth wall 1; Preferred anchor pole 4 connects rammed earth wall 1 and brick post 2, makes rammed earth wall 1 and brick post 2 form an entirety; This structure compares traditional material of raw-soil structure rammed earth body of wall, and the shear-carrying capacity of body of wall improves, and ductility and globality are strengthened, good seismic performance; Adopt this structure, only with the reinforcing using a small amount of mortar, reinforcing bar and brick can complete rammed earth wall, avoid a large amount of dismountings in material of raw-soil structure house, more effective to the lifting of traditional material of raw-soil structure seismic performance of building.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solutions of the utility model.
Claims (7)
1. a rammed earth body of wall ruggedized construction, it is characterized in that, comprise rammed earth wall (1) and arrangement of reinforcement mortar band (3), the two ends of described rammed earth wall (1) are all enclosed with brick post (2), the both sides of described rammed earth wall (1) all offer groove, described groove is positioned between two brick posts (2), the inner side of described arrangement of reinforcement mortar band (3) embeds in described groove, the breadth of section of arrangement of reinforcement mortar band (3) is greater than the degree of depth of described groove, horizontal reinforcement (5) is provided with in described arrangement of reinforcement mortar band (3), the two ends of described horizontal reinforcement (5) are stretched into the brick post (2) that is arranged in rammed earth wall (1) two ends respectively and are pressed in brick post (2).
2. a kind of rammed earth body of wall ruggedized construction according to claim 1, is characterized in that, the number of recesses of described rammed earth wall (1) both sides is multiple and along rammed earth wall (1) short transverse and evenly lays.
3. a kind of rammed earth body of wall ruggedized construction according to claim 1, is characterized in that, the quantity of described horizontal reinforcement (5) is 2 ~ 3.
4. a kind of rammed earth body of wall ruggedized construction according to claim 3, is characterized in that, the diameter of horizontal reinforcement (5) is 6mm.
5. a kind of rammed earth body of wall ruggedized construction according to claim 1, it is characterized in that, described rammed earth wall (1) is connected by anchor pole (4) with brick post (2).
6. a kind of rammed earth body of wall ruggedized construction according to claim 5, it is characterized in that, one end of described anchor pole (4) is stretched in rammed earth wall (1), and the other end is pressed in brick post (2) and end is concordant with brick post (2) end.
7. a kind of rammed earth body of wall ruggedized construction according to claim 6, is characterized in that, the quantity of described anchor pole (4) is multiple, and multiple described anchor pole (4) is evenly laid along the short transverse of rammed earth wall (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520488073.XU CN204850520U (en) | 2015-07-08 | 2015-07-08 | Loam wall body reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520488073.XU CN204850520U (en) | 2015-07-08 | 2015-07-08 | Loam wall body reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204850520U true CN204850520U (en) | 2015-12-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520488073.XU Expired - Fee Related CN204850520U (en) | 2015-07-08 | 2015-07-08 | Loam wall body reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204850520U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822023A (en) * | 2016-05-09 | 2016-08-03 | 天津城建大学 | Prefabricated shear-resistant connecting part for rammed-earth wall, molding method of prefabricated shear-resistant connecting part and rammed-earth wall |
| CN108824673A (en) * | 2018-07-26 | 2018-11-16 | 榆林学院 | A kind of green cob brick wall with porous brick |
-
2015
- 2015-07-08 CN CN201520488073.XU patent/CN204850520U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822023A (en) * | 2016-05-09 | 2016-08-03 | 天津城建大学 | Prefabricated shear-resistant connecting part for rammed-earth wall, molding method of prefabricated shear-resistant connecting part and rammed-earth wall |
| CN108824673A (en) * | 2018-07-26 | 2018-11-16 | 榆林学院 | A kind of green cob brick wall with porous brick |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151209 Termination date: 20160708 |