CN203795645U - Reinforced adobe wall - Google Patents
Reinforced adobe wall Download PDFInfo
- Publication number
- CN203795645U CN203795645U CN201420051169.5U CN201420051169U CN203795645U CN 203795645 U CN203795645 U CN 203795645U CN 201420051169 U CN201420051169 U CN 201420051169U CN 203795645 U CN203795645 U CN 203795645U
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- CN
- China
- Prior art keywords
- wall
- sun
- adobe
- arrangement
- dried mud
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a reinforced adobe wall. The reinforced adobe wall comprises a foundation, wherein a reinforcing bar connecting layer is arranged on the foundation, multiple layers of adobe wall bodies which are in break and lap joint are arranged on the reinforcing bar connecting layer, and wall pressing bars are arranged between the adobe wall bodies. The reinforced adobe wall overcomes the defects that according to existing adobe wall bodies and existing raw soil wall bodies, the strength is low, and the shock resistance is poor. The reinforced adobe wall has the advantages that materials can be obtained conveniently, cost is low, the construction process is simple, the strength of the wall bodies is high, the shock resistance is improved remarkably, and the reinforced adobe wall has extremely high practical value for poverty-stricken areas in vast rural areas.
Description
Technical field
The utility model belongs to construction wall technical field, is specifically related to a kind of enhancement mode adobe wall.
Background technology
Earth building is convenient to gather materials on the spot with it; cheap; Heat retaining and insulation superior performance; and immature soil body of wall collapse or remove after can return soil; especially in today of energy crisis, global warming; the ecological dominances such as its low-carbon (LC), zero-emission meet sustainable development, have larger development prospect from now on, are still so far a kind of residential building form that receives much concern and widely adopt both at home and abroad.But traditional sun-dried mud brick and immature soil body of wall just assemble the native body slip of making, the shortcomings such as its intensity is low, poor seismic behavior have seriously limited the application of earth building.Therefore, improve necessary to existing wall structure technology.
Utility model content
The purpose of this utility model is to provide a kind of enhancement mode adobe wall, has solved that existing sun-dried mud brick and immature soil strength of wall body are low, the shortcoming of poor seismic behavior.
The technical scheme that the utility model adopts is: a kind of enhancement mode adobe wall, it is characterized in that, and comprise basis, on basis, be provided with arrangement of reinforcement articulamentum, on arrangement of reinforcement articulamentum, be provided with the sun-dried mud brick body of wall of multilayer fissure of displacement overlap joint, between sun-dried mud brick body of wall, be provided with pressure joist.
Feature of the present utility model is also,
It is 0.3%～0.8% straw or straw plant fiber that sun-dried mud brick body of wall contains mass percent.
On sun-dried mud brick body of wall, be provided with multiple holes, and hole on adjacent two layers sun-dried mud brick body of wall aligns mutually, mutually in the hole of alignment, be inserted with bamboo pole.
The material on basis is brick, rubble or work stone, and basic buried degree of depth is not less than 500mm.
Arrangement of reinforcement articulamentum is arrangement of reinforcement mortar band or arrangement of reinforcement brick collar tie beam.
Pressure joist is bamboo cane, and the lap length of adjacent two bamboo canes is 150mm～300mm.
The beneficial effects of the utility model are: a kind of enhancement mode adobe wall of the present utility model has solved existing sun-dried mud brick and immature soil strength of wall body is low, the shortcoming of poor seismic behavior.A kind of enhancement mode adobe wall of the present utility model is drawn materials conveniently, and with low cost, building course is simple, and the higher and anti-seismic performance of strength of wall body obviously strengthens, and has high practical value for the poverty-stricken area in vast rural area.
Brief description of the drawings
Fig. 1 is the structural representation of a kind of enhancement mode adobe wall of the present utility model.
In figure, 1. sun-dried mud brick body of wall, 2. basis, 3. arrangement of reinforcement articulamentum, 4. presses joist, 11 holes, 12. bamboo poles.
Detailed description of the invention
The structure of a kind of enhancement mode adobe wall that the utility model provides as shown in Figure 1, comprises basis 2, on basis 2, is provided with arrangement of reinforcement articulamentum 3, is provided with the sun-dried mud brick body of wall 1 of multilayer fissure of displacement overlap joint on arrangement of reinforcement articulamentum 3, is provided with and presses joist 4 between sun-dried mud brick body of wall 1.
It is 0.3%～0.8% straw or straw plant fiber that sun-dried mud brick body of wall 1 contains mass percent.
On sun-dried mud brick body of wall 1, be provided with multiple holes 11, and hole 11 on adjacent two layers sun-dried mud brick body of wall 1 aligns mutually, mutually in the hole 11 of alignment, be inserted with bamboo pole 12.
The material on basis 2 is brick, rubble or work stone, and basis 2 buried degree of depth are not less than 500mm.
Arrangement of reinforcement articulamentum 3 is arrangement of reinforcement mortar band or arrangement of reinforcement brick collar tie beam.
Pressing joist 4 is bamboo cane, and the lap length of adjacent two bamboo canes is 150mm～300mm.
Below in conjunction with specific embodiment, the utility model is elaborated.
Embodiment 1
Basis 2 adopts brick foundation, and embedded depth of foundation is 500mm, and basis 2 adopts strip foundation, and at basic 2 end faces, arrangement of reinforcement articulamentum 3 is set, and arrangement of reinforcement articulamentum 3 adopts arrangement of reinforcement mortar band, then on arrangement of reinforcement mortar band, uses mud to assemble sun-dried mud brick body of wall 1.
Wherein, it is 0.3% straw that sun-dried mud brick body of wall 1 adds mass percent in the time making, can improve like this drawknot effect between string and raw soil material, reduce soil body drying shrinkage, reserved vertical hole 11 while making sun-dried mud brick body of wall, to insert local renewable resource bamboo pole 12, sun-dried mud brick body of wall 1 masonry way adopts flat block method, because sun-dried mud brick body of wall 1 fissure of displacement overlaps and connects by bamboo pole 12, strengthen the shear stress of sun-dried mud brick body of wall 1, make its shear resistance be better than sleeping block method; And place and press joist 4 along body of wall tendency between the sun-dried mud brick body of wall 1 of 300mm, press joist 4 to select bamboo cane, and directly bamboo cane is firmly turned round on another face wall in the corner of sun-dried mud brick body of wall 1, instead of bamboo cane is disconnected, being overlapped in the middle part of wall section between bamboo cane, lap length is 150mm.
Embodiment 2
Basis 2 adopts rubble-mound foundation, and embedded depth of foundation is 600mm, and basis 2 adopts strip foundation, and at basic 2 end faces, arrangement of reinforcement articulamentum 3 is set, and arrangement of reinforcement articulamentum 3 adopts arrangement of reinforcement brick collar tie beam, then on arrangement of reinforcement articulamentum 3, utilizes mud to assemble sun-dried mud brick body of wall 1.
Wherein, it is 0.5% stalk that sun-dried mud brick body of wall 1 adds mass percent in the time making, can improve like this drawknot effect between string and raw soil material, reduce soil body drying shrinkage, reserved vertical hole 11 while making sun-dried mud brick body of wall, to insert local renewable resource bamboo pole 12, sun-dried mud brick body of wall 1 masonry way adopts flat block method, because sun-dried mud brick body of wall 1 fissure of displacement overlaps and connects by bamboo pole 12, strengthen the shear stress of sun-dried mud brick body of wall 1, make its shear resistance be better than sleeping block method; Between the sun-dried mud brick body of wall 1 of 400mm, place bamboo cane along body of wall tendency, directly bamboo cane is firmly turned round on another face wall in the corner of sun-dried mud brick body of wall 1, and bamboo cane can not be disconnected simultaneously, being overlapped in the middle part of wall section between bamboo cane, lap length is 200mm.
Embodiment 3
Basis 2 adopts work stone basis, and embedded depth of foundation is 670mm, and basis 2 adopts strip foundation, and at basic 2 end faces, arrangement of reinforcement articulamentum 3 is set, and arrangement of reinforcement articulamentum 3 adopts arrangement of reinforcement mortar band, then on arrangement of reinforcement articulamentum 3, utilizes mud to assemble sun-dried mud brick body of wall 1.Wherein, it is 0.8% straw that sun-dried mud brick body of wall 1 adds mass percent in the time making, can improve like this drawknot effect between string and raw soil material, reduce soil body drying shrinkage, reserved vertical hole 11 while making sun-dried mud brick body of wall, to insert local renewable resource bamboo pole 12, sun-dried mud brick body of wall 1 masonry way adopts flat block method, because sun-dried mud brick body of wall 1 fissure of displacement overlaps and connects by bamboo pole 12, strengthen the shear stress of sun-dried mud brick body of wall 1, make its shear resistance be better than sleeping block method; Between the sun-dried mud brick body of wall 1 of 500mm, place bamboo cane along body of wall tendency, directly bamboo cane is firmly turned round on another face wall in the corner of sun-dried mud brick body of wall 1, and bamboo cane can not be disconnected simultaneously, being overlapped in the middle part of wall section between bamboo cane, lap length is 300mm.
By the way, a kind of enhancement mode adobe wall of the present utility model has solved existing sun-dried mud brick and immature soil strength of wall body is low, the shortcoming of poor seismic behavior.A kind of enhancement mode adobe wall of the present utility model is drawn materials conveniently, and with low cost, building course is simple, and the higher and anti-seismic performance of strength of wall body obviously strengthens, and has high practical value for the poverty-stricken area in vast rural area.
Claims (5)
1. an enhancement mode adobe wall, it is characterized in that, comprise basis (2), on basis (2), be provided with arrangement of reinforcement articulamentum (3), on arrangement of reinforcement articulamentum (3), be provided with the sun-dried mud brick body of wall (1) of multilayer fissure of displacement overlap joint, between sun-dried mud brick body of wall (1), be provided with and press joist (4).
2. a kind of enhancement mode adobe wall as claimed in claim 1, it is characterized in that, on described sun-dried mud brick body of wall (1), be provided with multiple holes (11), and align mutually in the hole (11) on adjacent two layers sun-dried mud brick body of wall (1), in the hole (11) of described mutual alignment, be inserted with bamboo pole (12).
3. a kind of enhancement mode adobe wall as claimed in claim 1, is characterized in that, the material of described basis (2) is brick, rubble or work stone, and basis (2) buried degree of depth is not less than 500mm.
4. a kind of enhancement mode adobe wall as claimed in claim 1, is characterized in that, described arrangement of reinforcement articulamentum (3) is arrangement of reinforcement mortar band or arrangement of reinforcement brick collar tie beam.
5. a kind of enhancement mode adobe wall as claimed in claim 1, is characterized in that, described pressure joist (4) is bamboo cane, and the lap length of adjacent two bamboo canes is 150mm～300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420051169.5U CN203795645U (en) | 2014-01-26 | 2014-01-26 | Reinforced adobe wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420051169.5U CN203795645U (en) | 2014-01-26 | 2014-01-26 | Reinforced adobe wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203795645U true CN203795645U (en) | 2014-08-27 |
Family
ID=51377872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420051169.5U Expired - Fee Related CN203795645U (en) | 2014-01-26 | 2014-01-26 | Reinforced adobe wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203795645U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401032A (en) * | 2016-11-01 | 2017-02-15 | 十九冶集团西昌设备结构有限公司 | Steel framework soil filling wall and construction method thereof |
| CN108412093A (en) * | 2018-03-30 | 2018-08-17 | 泛华建设集团有限公司 | A kind of Modern Landscape decoration loam wall and its construction method |
| CN110409669A (en) * | 2019-07-24 | 2019-11-05 | 北京建筑大学 | Using vertical reinforcement reinforcement without constructional column rammed earth wall and its method of construction |
| CN112681604A (en) * | 2020-12-08 | 2021-04-20 | 上海建工五建集团有限公司 | Heat-preservation raw soil wall |
-
2014
- 2014-01-26 CN CN201420051169.5U patent/CN203795645U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401032A (en) * | 2016-11-01 | 2017-02-15 | 十九冶集团西昌设备结构有限公司 | Steel framework soil filling wall and construction method thereof |
| CN108412093A (en) * | 2018-03-30 | 2018-08-17 | 泛华建设集团有限公司 | A kind of Modern Landscape decoration loam wall and its construction method |
| CN110409669A (en) * | 2019-07-24 | 2019-11-05 | 北京建筑大学 | Using vertical reinforcement reinforcement without constructional column rammed earth wall and its method of construction |
| CN112681604A (en) * | 2020-12-08 | 2021-04-20 | 上海建工五建集团有限公司 | Heat-preservation raw soil wall |
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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: 20140827 Termination date: 20150126 |
|
| EXPY | Termination of patent right or utility model |