CN206873981U - A kind of raw-soil wall waterproofing reinforcement structure - Google Patents
A kind of raw-soil wall waterproofing reinforcement structure Download PDFInfo
- Publication number
- CN206873981U CN206873981U CN201720641777.5U CN201720641777U CN206873981U CN 206873981 U CN206873981 U CN 206873981U CN 201720641777 U CN201720641777 U CN 201720641777U CN 206873981 U CN206873981 U CN 206873981U
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- Prior art keywords
- wall
- raw
- stalk rope
- reinforcement structure
- rail
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Abstract
The utility model discloses a kind of raw-soil wall waterproofing reinforcement structure, including through hole, wall, stalk rope, low enclosing, pressure-bearing anchoring ring and reinforcing rail, this structure can effectively improve raw-soil wall shock resistance and ductility, because stalk rope is close with the modulus of elasticity of cob wall, the two can be achieved to cooperate, the tensile strength of another aspect stalk rope is of a relatively high, it compensate for the defects of cob wall tensile strength is relatively low, and stalk rope is arranged at and reinforces not only protective capacities raising in rail, and stalk rope is set to be not easy to be influenceed by rain drop erosion, the water resistance of total is further deducted a percentage, stalk rope is green simultaneously, easy processing, it is cheap.
Description
Technical field
The utility model belongs to technical field of buildings, is related to a kind of raw-soil wall waterproofing reinforcement structure.
Background technology
All over the world, there are many native structure Architecture sites with great antique value, such as ancient Great Wall, Earth Building in Fujian.
These earthen ruins many are distributed in Areas of High Earthquake Intensity area, because the causations such as long-range circumstances erosion and tourism development are by tight
Destroy again, there is an urgent need to carry out seismic hardening.
The seismic hardening mode that earth building cob wall uses is a lot, can be divided mainly into two major classes.One kind is to reinforce in vivo, it
It is that the soil body is penetrated into using chemical solution, to reach the purpose of seismic hardening；Another kind of is surface consolidation, such as using reinforcing bar, steel
Post or brick post etc. are reinforced.Although these reinforcing modes are all effective, but still have the following disadvantages：(1) chemical stabilization uses
Chemical reagent changes the property of soil, or even changes the original appearance of cob wall, and chemical reagent is unstable, easy to aging, may
Cob wall is accelerated to destroy；(2) reinforcement material and the property of cob wall that surface consolidation method uses mismatch, and are mainly shown as elastic properties of materials
Modulus difference is too big, and intensity can not be utilized effectively.It is weak in combination with interface, it is impossible to form good entirety to reach collaboration work
The purpose of work；(3) existing reinforcing mode is cumbersome, long construction period, inadequate Applied economy, does not reach green want
Ask, do not reach the reinforcing principle of restoring the old as the old more.
Therefore, inheriting with the basis of the existing reinforcing side's technology of reference, developing low cost, high-performance is green
Reinforcing mode and ruggedized construction, be of great immediate significance and actual application value.
The content of the invention
For above-mentioned problems of the prior art and defect, it is an object of the present invention to provide it is a kind of it is easy for construction,
Reinforcing maintenance cost is low, can widely use a kind of raw-soil wall waterproofing reinforcement structure of popularization.
To achieve these goals, the present invention adopts the following technical scheme that：
A kind of raw-soil wall waterproofing reinforcement structure, including through hole, wall, stalk rope, low enclosing, pressure-bearing anchoring ring and add
Gu rail；It is provided through hole, pressure-bearing anchoring ring being provided with through hole on wall, reinforcing rail is equipped between through hole,
It is described to reinforce the tubular structure that rail outer surface is in arcuation, reinforce rail intersection and fixed using adhesive progress gluing, reinforce rail
Stalk rope is inside provided with, wall is fixed through different through holes for stalk rope, and the stalk rope of remainder, which is embedded in, to be set
The low enclosing of wall bottom is placed in, the clitter of projection is equipped with low enclosing top.
In the above-mentioned technical solutions, the through hole is arranged at wall both sides, and the through hole of both sides is respectively positioned on one vertically
On straight line.
In the above-mentioned technical solutions, the pressure-bearing anchoring ring is hollow metallic tube-shaped structure.
In the above-mentioned technical solutions, it is described reinforcing rail interlock it is diagonally disposed formed it is latticed.
In the above-mentioned technical solutions, the stalk rope is 50-150cm by length, and a diameter of 0.5-3cm stalk winding is compiled
System forms.
In the above-mentioned technical solutions, the low enclosing is the concrete structure that height is 30-50cm, and width is the 1/ of wall
5-1/4。
In the above-mentioned technical solutions, osculum, osculum edge parallel or Vertical Square with wall are provided with the low enclosing
To setting.
Compared with prior art, the present invention has following technique effect：After the native surface of wall processing to need reinforcement,
Wall both sides tensioning stalk rope, raw-soil wall shock resistance and ductility can be effectively improved with the method, due to stalk rope and the bullet of cob wall
Property modulus it is close, the two can be achieved cooperate, the tensile strength of another aspect stalk rope is of a relatively high, compensate for cob wall tension
The defects of intensity is relatively low, and stalk rope is arranged at and reinforces not only protective capacities raising, and make stalk rope be not easy to be rushed by rainwater in rail
Brush is influenceed, and the water resistance of total is further deducted a percentage, while stalk rope is green, and easy processing is cheap.
Brief description of the drawings
Fig. 1 is the utility model structure diagram.
Fig. 2 is the longitudinal sectional view of wall.
Wherein 1 is through hole, and 2 be wall, and 3 be stalk rope, and 4 be low enclosing, and 5 be pressure-bearing anchoring ring, and 6 be reinforcing rail.
Embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings：
As shown in FIG., a kind of raw-soil wall waterproofing reinforcement structure, including through hole 1, wall 2, stalk rope 3, low enclosing
4th, pressure-bearing anchoring ring 5 and reinforcing rail 6；It is provided through hole, pressure-bearing anchoring ring being provided with through hole, in through hole on wall
Between be equipped with reinforcing rail, it is described to reinforce the tubular structure that rail outer surface is in arcuation, reinforce rail intersection and carried out using adhesive
Gluing is fixed, and is provided with stalk rope reinforcing in rail, wall is fixed through different through holes for stalk rope, remainder
Stalk rope be embedded in the low enclosing for being arranged at wall bottom, be equipped with the clitter of projection on low enclosing top.
In the above-mentioned technical solutions, the through hole is arranged at wall both sides, and the through hole of both sides is respectively positioned on one vertically
On straight line.
In the above-mentioned technical solutions, the pressure-bearing anchoring ring is hollow metallic tube-shaped structure.
In the above-mentioned technical solutions, it is described reinforcing rail interlock it is diagonally disposed formed it is latticed.
In the above-mentioned technical solutions, the stalk rope is 50cm by length, a diameter of 0.5cm stalk winding establishment and
Into.
In the above-mentioned technical solutions, the low enclosing is the concrete structure that height is 30cm, and width is the 1/5 of wall.
In the above-mentioned technical solutions, osculum, osculum edge parallel or Vertical Square with wall are provided with the low enclosing
To setting.
After the native surface of wall processing to need reinforcement, in wall both sides tensioning stalk rope, life can be effectively improved with the method
Cob wall shock resistance and ductility, because stalk rope is close with the modulus of elasticity of cob wall, the two can be achieved to cooperate, on the other hand
The tensile strength of stalk rope is of a relatively high, compensate for the defects of cob wall tensile strength is relatively low, and stalk rope is arranged at and reinforced in rail
Not only protective capacities is improved, and makes stalk rope be not easy to be influenceed by rain drop erosion, and the water resistance of total is further carried
Into, while stalk rope is green, easy processing is cheap.
The present invention is described in detail above, but the content is only presently preferred embodiments of the present invention, it is impossible to recognized
For the practical range for limiting the present invention.Any changes and modifications in accordance with the scope of the present application, all should still it return
Belong within the patent covering scope of the present invention.
Claims (7)
- A kind of 1. raw-soil wall waterproofing reinforcement structure, it is characterised in that：Including through hole, wall, stalk rope, low enclosing, pressure-bearing Anchoring ring and reinforcing rail；It is provided through hole, pressure-bearing anchoring ring being provided with through hole, is laid between through hole on wall There is reinforcing rail, it is described to reinforce the tubular structure that rail outer surface is in arcuation, reinforce rail intersection and fixed using adhesive progress gluing, Stalk rope is provided with reinforcing in rail, wall is fixed through different through holes for stalk rope, the stalk rope of remainder The low enclosing for being arranged at wall bottom is embedded in, the clitter of projection is equipped with low enclosing top.
- A kind of 2. raw-soil wall waterproofing reinforcement structure according to claim 1, it is characterised in that：The through hole is arranged at Wall both sides, the through hole of both sides are respectively positioned in a vertical straight line.
- A kind of 3. raw-soil wall waterproofing reinforcement structure according to claim 1, it is characterised in that：The pressure-bearing anchoring ring is Hollow metallic tube-shaped structure.
- A kind of 4. raw-soil wall waterproofing reinforcement structure according to claim 1, it is characterised in that：The reinforcing rail is staggeredly oblique Formed to arrangement latticed.
- A kind of 5. raw-soil wall waterproofing reinforcement structure according to claim 1, it is characterised in that：The stalk rope is by length For 50-150cm, a diameter of 0.5-3cm stalk winding is worked out.
- A kind of 6. raw-soil wall waterproofing reinforcement structure according to claim 1, it is characterised in that：The low enclosing is height For 30-50cm concrete structure, width is the 1/5-1/4 of wall.
- A kind of 7. raw-soil wall waterproofing reinforcement structure according to claim 1, it is characterised in that：Set in the low enclosing There is osculum, osculum is set along or vertical direction parallel with wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720641777.5U CN206873981U (en) | 2017-06-05 | 2017-06-05 | A kind of raw-soil wall waterproofing reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720641777.5U CN206873981U (en) | 2017-06-05 | 2017-06-05 | A kind of raw-soil wall waterproofing reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206873981U true CN206873981U (en) | 2018-01-12 |
Family
ID=61338263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720641777.5U Expired - Fee Related CN206873981U (en) | 2017-06-05 | 2017-06-05 | A kind of raw-soil wall waterproofing reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206873981U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457995A (en) * | 2018-11-20 | 2019-03-12 | 福建省泰承古建园林工程有限公司 | A kind of civil engineering builds reinforcing wall and its reinforcement means |
| CN109667434A (en) * | 2018-12-19 | 2019-04-23 | 西安建筑科技大学 | A kind of construction method of strap and straw board reinforcing raw-soil wall |
-
2017
- 2017-06-05 CN CN201720641777.5U patent/CN206873981U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457995A (en) * | 2018-11-20 | 2019-03-12 | 福建省泰承古建园林工程有限公司 | A kind of civil engineering builds reinforcing wall and its reinforcement means |
| CN109667434A (en) * | 2018-12-19 | 2019-04-23 | 西安建筑科技大学 | A kind of construction method of strap and straw board reinforcing raw-soil wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180112 Termination date: 20180605 |