CN216616383U - Rammed earth wall with bamboo fence arranged at bottom - Google Patents
Rammed earth wall with bamboo fence arranged at bottom Download PDFInfo
- Publication number
- CN216616383U CN216616383U CN202123325688.5U CN202123325688U CN216616383U CN 216616383 U CN216616383 U CN 216616383U CN 202123325688 U CN202123325688 U CN 202123325688U CN 216616383 U CN216616383 U CN 216616383U
- Authority
- CN
- China
- Prior art keywords
- rammed earth
- bamboo
- rammed
- cement
- bamboo fence
- Prior art date
- 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.)
- Active
Links
Images
Landscapes
- Fencing (AREA)
Abstract
The utility model discloses a rammed earth wall with a bamboo fence built in the bottom, and particularly relates to the technical field of rammed earth walls. In the scheme, the bamboo wood has good heat absorption and moisture absorption performance, is a fiber material with good tensile strength, compression strength and bending strength, can be well combined with a rammed earth wall in mechanism, can accelerate cement hardening through heat absorption, can improve the strength of the wall body by adding cement, can improve the ductility of the wall body by adding wheat straw, and can further improve the ductility of the wall body by arranging a bamboo fence at the bottom to enhance the shear resistance of the bottom. The combination of the three can improve the bearing capacity and the energy consumption capability of the wall body.
Description
Technical Field
The utility model relates to the technical field of rammed earth walls, in particular to a rammed earth wall with a bamboo fence arranged in the bottom.
Background
In active-service earth buildings, a great part of the active-service earth buildings have serious earthquake-resistant hidden dangers, and the macroscopic investigation after the earthquake all the time shows that: the earthquake resistance of the raw soil building is poor, and the earthquake damage is generally serious, so that the propagation, popularization and application of the raw soil building are limited. The traditional building form of the raw soil structure does not meet the requirement of the residents in the villages on earthquake-resistant safety, and the existing technologies such as the built-in wire netting, the steel wire mesh and the steel bars have high manufacturing cost for the raw soil building of the villages, so that the traditional building form of the raw soil structure is not practical for the villages which are relatively laggard in economy. In some technologies for improving the wall, although the bearing capacity of the wall is increased to a certain extent, the bottom of the wall is still seriously cracked and damaged under the action of horizontal force, and the damage to the bottom under the action of the horizontal force cannot be effectively improved.
It is therefore desirable to provide a bottom built-in bamboo fence rammed earth wall.
SUMMERY OF THE UTILITY MODEL
In order to overcome the above defects in the prior art, embodiments of the present invention provide a rammed earth wall with a bamboo fence built in the bottom, so as to solve the problems of poor earthquake resistance, and severe cracking and damage of the bottom of the wall in the existing earth building.
In order to solve the technical problems, the utility model provides the following technical scheme: the utility model provides a bottom embeds bamboo fence rammed earth wall, includes the rubble, the rectangular channel has been seted up to the top surface of rubble, the inside packing of rectangular channel has cement, the inside of cement is provided with the bamboo strip, the top surface of rubble is equipped with the rectangle template, the ramming groove has been seted up to the inside of rectangle template, the inside in ramming groove is equipped with rammed earth, the top surface of cement is connected with the bottom surface of rammed earth, rammed earth covers the bamboo strip.
Preferably, the number of the bamboo strips is several, and the bamboo strips are distributed in a crossed manner.
Preferably, the top surface of the cement is rammed to the bottom surface of the rammed soil.
Preferably, the rammed soil comprises 0.05% of wheat straw and 5% of cement, and the balance of soil.
Preferably, a pouring hopper is arranged above the rectangular template, and the top surface of the pouring hopper is sunken.
Preferably, the surface of the material pouring hopper is provided with nylon cloth or plastic cloth.
The technical scheme of the utility model has the following beneficial effects:
in the scheme, from the aspect of practical application, a construction method which is environment-friendly and economical and can effectively improve the earthquake-resistant performance of a raw soil building is needed, and the requirement can be met by doping wheat straws and cement into a wall body and arranging a bamboo fence in the bottom.
In the scheme, the bamboo wood has good heat absorption and moisture absorption performances, is a fiber material with good tensile strength, compressive strength and bending strength, can be well combined with a rammed earth wall in mechanism, and can accelerate cement hardening through heat absorption.
In the scheme, the strength of the wall body can be improved by adding cement, the ductility of the wall body can be improved by adding wheat straws, and the shear resistance of the bottom can be further improved by arranging the bamboo fence in the bottom. The combination of the three can improve the bearing capacity and the energy consumption capability of the wall body.
Drawings
FIG. 1 is a schematic view of the structure of the rubble and bamboo strands of the present invention;
FIG. 2 is a schematic view of the burst structure of the rectangular form and bamboo strip of the present invention;
FIG. 3 is a schematic structural view of the rammed earth partially covered bamboo strips of the present invention;
FIG. 4 is a schematic structural view of the bamboo strips to be covered with rammed soil according to the present invention;
fig. 5 is a schematic view of the structure of the pouring hopper of the present invention.
[ reference numerals ]
1. Rubble; 2. a rectangular groove; 3. cement; 4. bamboo splints; 5. a rectangular template; 6. ramming the soil tank; 7. ramming soil; 8. and (4) pouring the hopper.
Detailed Description
In order to make the technical problems, technical solutions and advantages of the present invention more apparent, the following detailed description is given with reference to the accompanying drawings and specific embodiments, the description of which is only exemplary and explanatory, and should not be construed as limiting the scope of the present invention in any way.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
Example one
As shown in fig. 1-4, an embodiment of the present invention provides a bamboo fence rammed earth wall with a built-in bottom, including a rubble 1, a rectangular groove 2 is formed on a top surface of the rubble 1, cement 3 is filled in the rectangular groove 2, bamboo strips 4 are arranged inside the cement 3, a rectangular template 5 is arranged on the top surface of the rubble 1, a ramming groove 6 is formed inside the rectangular template 5, ramming earth 7 is arranged inside the ramming groove 6, a top surface of the cement 3 is connected with a bottom surface of the ramming earth 7, and the ramming earth 7 covers the bamboo strips 4.
Wherein, the number of the bamboo splints 4 is a plurality, and the bamboo splints are distributed in a cross way.
Wherein the top surface of the cement 3 and the bottom surface of the rammed soil 7 are rammed with each other.
Specifically, the depth of the rectangular groove 2 can be 6-15 cm, the interval between the bamboo strips 4 is 3 cm, the height of the bamboo strips 4 is about 80 cm, and the cement 3 and the rammed soil 7 are finally rammed into a rammed soil wall with the length of 480 cm, the width of 60 cm and the height of 350 cm.
Specifically, when the second layer of rammed soil is arranged, a support can be supported on the template in a supporting mode, and the second layer of rammed soil can be conveniently rammed.
Example two
As shown in fig. 1 to 5, the second embodiment is different from the first embodiment in that: rammed soil 7 contains 0.05% of wheat straw and 5% of cement, and the balance is soil.
EXAMPLE III
As shown in fig. 1 to 5, the difference between the third embodiment and the second embodiment is that: a material pouring hopper 8 is arranged above the rectangular template 5, the top surface of the material pouring hopper 8 is sunken, and nylon cloth or plastic cloth is arranged on the surface of the material pouring hopper 8.
Specifically, the shape of the material pouring hopper 8 is similar to that of a quadrangular prism minus a quadrangular frustum, the inner part of the material pouring hopper is sunken, the falling of the material is complete, and the waste of raw materials is avoided.
Specifically, a rectangular hole can be cut in the middle of the nylon cloth or the plastic cloth and is surrounded above the material pouring hopper 8 1, so that materials are saved, the material pouring hopper is prevented from being polluted, and the material pouring hopper is convenient to use next time.
The working process of the utility model is as follows:
according to the scheme, from the aspect of practical application, a construction method which is environment-friendly and economical and can effectively improve the earthquake-resistant performance of a raw soil building is needed, and the requirement can be met by doping wheat straws and cement into a wall body and arranging a bamboo fence in the bottom.
According to the scheme, the bamboo wood has good heat absorption and moisture absorption performances, is a fiber material with good tensile strength, compressive strength and bending strength, can be well combined with a rammed earth wall in mechanism, and can accelerate cement hardening through heat absorption.
According to the scheme, cement is added, the strength of the wall body can be improved, the ductility of the wall body can be improved by adding wheat straws, and the shear resistance of the ductility enhancement bottom of the wall body can be further improved by arranging the bamboo fence at the bottom. The combination of the three can improve the bearing capacity and the energy consumption capability of the wall body.
The rammed earth wall is economical and practical, good in pressure resistance and strong in practicability, and is worthy of popularization.
Claims (5)
1. The utility model provides a built-in bamboo fence rammed earth wall in bottom, its characterized in that, includes rubble (1), rectangular channel (2) have been seted up to the top surface of rubble (1), the inside packing of rectangular channel (2) has cement (3), the inside of cement (3) is provided with bamboo strip (4), the top surface of rubble (1) is equipped with rectangle template (5), rammed earth groove (6) have been seted up to the inside of rectangle template (5), the inside of rammed earth groove (6) is equipped with rammed earth (7), the top surface of cement (3) is connected with the bottom surface of rammed earth (7), rammed earth (7) cover bamboo strip (4).
2. The bottom built-in bamboo fence rammed earth wall according to claim 1, characterized in that the number of said bamboo strips (4) is several and they are distributed crosswise.
3. The bottom built-in bamboo fence rammed earth wall according to claim 1, characterized in that the top surface of the cement (3) and the bottom surface of the rammed earth (7) are rammed together.
4. The bottom built-in bamboo fence rammed earth wall according to claim 1, characterized in that a dumping hopper (8) is arranged above the rectangular formwork (5), and the top surface of the dumping hopper (8) is sunken.
5. The bottom built-in bamboo fence rammed earth wall according to claim 4, characterized in that the surface of said pouring hopper (8) is provided with nylon cloth or plastic cloth.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202123325688.5U CN216616383U (en) | 2021-12-27 | 2021-12-27 | Rammed earth wall with bamboo fence arranged at bottom |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202123325688.5U CN216616383U (en) | 2021-12-27 | 2021-12-27 | Rammed earth wall with bamboo fence arranged at bottom |
Publications (1)
Publication Number | Publication Date |
---|---|
CN216616383U true CN216616383U (en) | 2022-05-27 |
Family
ID=81684019
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202123325688.5U Active CN216616383U (en) | 2021-12-27 | 2021-12-27 | Rammed earth wall with bamboo fence arranged at bottom |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN216616383U (en) |
-
2021
- 2021-12-27 CN CN202123325688.5U patent/CN216616383U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Srivastava et al. | The methods of using low cost housing techniques in India | |
CN102071761B (en) | Built-in rope net rammed earth wall body and construction method thereof | |
CN104631665A (en) | Construction method for anti-seismic rammed earth wall with reinforced surface skin and core columns | |
CN111395267A (en) | Core wall rock-fill dam | |
CN106013132A (en) | Diameter-varied composite pile | |
CN104727481B (en) | Factorial praluction energy-conserving construction wall and preparation method | |
CN205153276U (en) | Composite heat -insulating wall board | |
CN216616383U (en) | Rammed earth wall with bamboo fence arranged at bottom | |
CN110206193B (en) | Rammed earth wall structure with double layers of reinforcing mesh sheets | |
CN104314103B (en) | Post stretching bonded prestress underground garage splash guard design and construction engineering method | |
CN106499089B (en) | The reinforced high-strength concrete compound shear wall in bottom and production method | |
CN212248108U (en) | Core wall rock-fill dam | |
CN211447352U (en) | Assembled energy-saving ecological composite wall for village and town houses | |
CN205894428U (en) | Prefabricated assembled roofing system of timber structure modularization | |
CN217811929U (en) | Reinforced concrete composite column containing mixed steel bars | |
CN201794215U (en) | Pretensioning method prestress reinforced concrete prefabricated beam | |
CN103452101B (en) | Prestressed-concrete pile and supporting piling wall | |
CN103132416A (en) | Method of bamboo wood handling mollisol filling highway subgrade | |
CN213296759U (en) | Tibetan rubble wall body | |
CN102418400A (en) | Pretensioning prestressed reinforced concrete precast beam | |
CN207228466U (en) | Assembled two dimension prestressing cored slab | |
CN2490246Y (en) | Prestressed concrete floor with dense ribs | |
CN201794216U (en) | Reinforced concrete prefabricated beam pre-stressed by pre-tensioning method | |
CN206625453U (en) | A kind of autoclaved aerated concrete slab structure | |
KR200288503Y1 (en) | box type gabion for reinforcement work |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |