CN109779085A - A kind of antidetonation wall and its Shockproof reinforcing method - Google Patents
A kind of antidetonation wall and its Shockproof reinforcing method Download PDFInfo
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- CN109779085A CN109779085A CN201910196144.1A CN201910196144A CN109779085A CN 109779085 A CN109779085 A CN 109779085A CN 201910196144 A CN201910196144 A CN 201910196144A CN 109779085 A CN109779085 A CN 109779085A
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- tension rib
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- 230000003014 reinforcing Effects 0.000 title claims abstract description 15
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 45
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 45
- 241001330002 Bambuseae Species 0.000 claims abstract description 45
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 45
- 239000011425 bamboo Substances 0.000 claims abstract description 45
- 230000000875 corresponding Effects 0.000 claims abstract description 19
- 210000003491 Skin Anatomy 0.000 claims description 4
- 230000035939 shock Effects 0.000 abstract description 5
- 230000001934 delay Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 2
- 210000003205 Muscles Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 239000011454 mudbrick Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Abstract
The present invention provides a kind of antidetonation wall and its Shockproof reinforcing methods.The antidetonation wall includes: wall, more bamboo chips and Duo Gen tension rib through walls；The grid lines for meeting specific trellis spacing is provided on the metope of the wall two sides, the position where every vertical grid lines offers vertical slot；It is provided with the bamboo chip vertically to extend in each vertical slot, the bamboo chip of horizontal extension is both provided at every transverse grid line；The tension rib through walls for running through wall is provided at each grid node, and the both ends of every tension rib through walls are fixedly connected with two grid nodes mutual corresponding on the metope of two sides.The shock resistance that wall (for example, adobe wall) can be improved using the present invention delays adobe damaged, avoids heavy losses.
Description
Technical field
This application involves Aseismatic Reinforcement technical field more particularly to a kind of antidetonation walls and its Shockproof reinforcing method.
Background technique
Adobe wall building is built in 60~eighties of 20th century, still has a large amount of adobes in the remote backward areas in China.
Such adobe carries out horizontal conductive by the vertical load-bearing of adobe wall, wall top or middle part framework wooden frame, and mostly single layer (is no more than two
Layer) house.This kind of house is since the strength of materials is low, and anti-seismic construction is weak, and whole shock resistance is very weak, easily under geological process
Occur damaged or collapses.
Summary of the invention
In view of this, the present invention provides a kind of antidetonation wall and its Shockproof reinforcing method, so as to improve wall (example
Such as, adobe wall) shock resistance, delay adobe damaged, avoid heavy losses.
Technical solution of the present invention is specifically achieved in that
A kind of antidetonation wall, the antidetonation wall include: wall, more bamboo chips and Duo Gen tension rib through walls；
The grid lines for meeting specific trellis spacing, every vertical grid lines place are provided on the metope of the wall two sides
Position offer vertical slot；
It is provided with the bamboo chip vertically to extend in each vertical slot, the bamboo of horizontal extension is both provided at every transverse grid line
Piece；
The tension rib through walls for running through wall, and the both ends of every tension rib through walls are provided at each grid node
It is fixedly connected with two grid nodes mutual corresponding on the metope of two sides.
Preferably, the grid spacing between adjacent net ruling is 250 millimeters in the facade corner part of wall；
In other regions of wall, the grid spacing between adjacent net ruling is 500 millimeters.
Preferably, the width of the vertical slot is 5 centimetres, depth is 1 centimetre.
Preferably, the diameter of the tension rib through walls is 4~6 millimeters.
Connect preferably, being fixed at the both ends of every tension rib through walls with corresponding grid node using the mode of binding
It connects.
A kind of wall Shockproof reinforcing method is additionally provided in the present invention, this method comprises the following steps:
The wall skin on the metope of wall two sides is removed, and is symmetrical arranged the grid for meeting specific trellis spacing on the metope of two sides
Line；
It is picked on the metope of wall two sides along the position where every vertical grid lines and digs out vertical slot；
The bamboo chip vertically to extend is respectively provided in each vertical slot, and along every transverse grid line on the metope of wall two sides
The bamboo chip of horizontal extension is set；
Piece tension rib through walls for running through wall, and the both ends of every tension rib through walls are set at each grid node
Connect with two grid nodes mutual corresponding on the metope of two sides；
The both ends of every tension rib through walls are fixedly connected with corresponding grid node.
Preferably, the grid spacing between adjacent net ruling is 250 millimeters in the facade corner part of wall；
In other regions of wall, the grid spacing between adjacent net ruling is 500 millimeters.
Preferably, the width of the vertical slot is 5 centimetres, depth is 1 centimetre.
Preferably, the diameter of the tension rib through walls is 4~6 millimeters.
Connect preferably, being fixed at the both ends of every tension rib through walls with corresponding grid node using the mode of binding
It connects.
As above as it can be seen that antidetonation wall and its Shockproof reinforcing method in the present invention, due at wall (for example, adobe wall)
The bamboo chip grid that is made of bamboo chip of two sides asymmetrical braid, and using the bamboo of the fixed wall two sides of tension rib through walls through wall
The grid node of piece grid, so that the bamboo chip grid of the mutual drawknot in two sides and wall form whole beaer, so as to improve
The shock resistance of wall (for example, adobe wall), the overall flexibility that can use bamboo chip grid when an earthquake occurs enable wall
It enough splits without falling, to avoid the total Collapse of wall (for example, adobe wall), or makes full use of the toughness of bamboo chip grid to delay
Wall collapses the time, extends escape time, avoids heavy losses, therefore can be widely used for reinforcing the old adobe wall in earthquake territory
House.
Detailed description of the invention
Fig. 1 is the diagrammatic cross-section of the antidetonation wall in the embodiment of the present invention.
Fig. 2 is the unilateral elevational schematic view of the antidetonation wall in the embodiment of the present invention.
Fig. 3 is the flow chart of the wall Shockproof reinforcing method in the embodiment of the present invention.
Specific embodiment
For technical solution of the present invention and advantage is more clearly understood, below in conjunction with drawings and the specific embodiments, to this
Invention is described in further detail.
Fig. 1 is the diagrammatic cross-section of the antidetonation wall in the embodiment of the present invention, and Fig. 2 is the seismic structural wall, earthquake resistant wall in the embodiment of the present invention
The unilateral elevational schematic view of body.As depicted in figs. 1 and 2, which includes: wall 11, more bamboo chips 12 and Duo Gen through walls
Tension rib 13；
The grid lines for meeting specific trellis spacing, every vertical grid lines institute are provided on the metope of 11 two sides of wall
Position offer vertical slot；
It is provided with the bamboo chip vertically to extend in each vertical slot, the bamboo of horizontal extension is both provided at every transverse grid line
Piece；
It is provided with the tension rib through walls 13 for running through wall at each grid node, and every tension rib 13 through walls
Both ends are fixedly connected with two grid nodes mutual corresponding on the metope of two sides.
In antidetonation wall in the present invention, asymmetrical braid is made of bamboo chip in wall (for example, adobe wall) two sides
Bamboo chip grid, and the grid node of the bamboo chip grid using the fixed wall two sides of tension rib through walls through wall, so that two sides
The bamboo chip grid and wall of mutual drawknot form integral wall section, therefore the entirety that can use bamboo chip grid when an earthquake occurs is tough
Property avoids the total Collapse of wall (for example, adobe wall).
In addition, preferably, in a preferred embodiment of the invention, it, can be in wall when grid lines is arranged
Facade corner part (for example, within the scope of 800mm of facade corner part) carries out encryption arrangement, the net between adjacent net ruling
Compartment is away from for 250 millimeters (mm)；In other regions of wall, the grid spacing between adjacent net ruling is 500mm, such as Fig. 2 institute
Show.
In addition, preferably, the width of the vertical slot is 5 centimetres (cm), deep in a preferred embodiment of the invention
Degree is 1cm.
In addition, preferably, in a preferred embodiment of the invention, the diameter of the tension rib through walls is 4~
6mm。
In addition, preferably, the mode that binding can be used is through walls by every in a preferred embodiment of the invention
The both ends of tension rib are fixedly connected with corresponding grid node.
In addition, additionally providing a kind of wall Shockproof reinforcing method in the present invention.
Fig. 3 is the flow chart of the wall Shockproof reinforcing method in the embodiment of the present invention.As shown in figure 3, the embodiment of the present invention
In wall Shockproof reinforcing method may include step as described below:
Step 21, the wall skin on the metope of wall two sides is removed, and is symmetrical arranged and meets between specific trellis on the metope of two sides
Away from grid lines.
In this step, the wall skin that will first remove on the metope of wall two sides, then symmetrically draws phase on the metope of two sides
The grid lines answered, and drawn grid lines is made to meet specific trellis spacing, as shown in Figure 2.
In addition, in the inventive solutions, above-mentioned grid can be preset according to the needs of practical situations
Grid spacing between line.
For example, preferably, in a preferred embodiment of the invention, in the facade corner part of wall (for example, vertical
Within the scope of the 800mm of face corner part), encryption arrangement is carried out, the grid spacing between adjacent net ruling is 250mm；In wall
Other regions, the grid spacing between adjacent net ruling is 500mm.
Step 22, it is picked on the metope of wall two sides along the position where every vertical grid lines and digs out vertical slot.
In this step, it needs to pick in the position on the metope of wall two sides vertically where grid lines and digs out vertical slot, use
In installing vertical bamboo chip in the next steps.
In addition, preferably, the width of the vertical slot is 5 centimetres (cm), deep in a preferred embodiment of the invention
Degree is 1cm.
Step 23, the bamboo chip vertically to extend is respectively provided in each vertical slot, and along every cross on the metope of wall two sides
To the bamboo chip of grid lines setting horizontal extension.
In this step, the bamboo chip vertically to extend will be set in each vertical slot, and along on the metope of wall two sides
The bamboo chip of horizontal extension is all arranged in every transverse grid line, to form a fenestral fabric being made of bamboo chip.
In addition, preferably, in a preferred embodiment of the invention, the bottom of the bamboo chip of the horizontal extension and wall
Face is close to, and to avoid between bamboo chip and wall, there are gaps.
In addition, preferably, the width of the bamboo chip can be 3~5 centimetres in a preferred embodiment of the invention
(cm)。
In addition, preferably, the length such as bamboo chip is inadequate, then should ensure that phase in a preferred embodiment of the invention
The lap of splice of adjacent two bamboo chips is not less than 2 Gridding lengths.It is overlapped, is then needed to overlapped if it is in node location
Two bamboo chips carry out reinforcing binding.
Step 24, the tension rib through walls for running through wall, and every drawknot through walls are set at each grid node
The both ends of muscle connect with two grid nodes mutual corresponding on the metope of two sides.
In this step, a tension rib through walls will be set at each grid node.Wherein, the grid node is
The node of grid lines intersection.Every tension rib through walls all runs through wall, and the position through walls of every tension rib through walls and grid section
Point corresponds to, so that the both ends of every tension rib through walls connect with two grid nodes mutual corresponding on the metope of two sides.
In addition, preferably, the diameter of the tension rib through walls is 4-6mm in a preferred embodiment of the invention.
Step 25, the both ends of every tension rib through walls are fixedly connected with corresponding grid node.
After arranging tension rib through walls, the both ends of every tension rib through walls can be consolidated with corresponding grid node
Fixed connection.
In addition, preferably, the mode that binding can be used is through walls by every in a preferred embodiment of the invention
The both ends of tension rib are fixedly connected with corresponding grid node.It is of course also possible to which every is worn using other fixed forms
The both ends of wall tension rib are fixedly connected with corresponding grid node, will not enumerate herein.
In conclusion in the inventive solutions, due to wall (for example, adobe wall) two sides asymmetrical braid by
The bamboo chip grid of bamboo chip composition, and the grid section of the bamboo chip grid using the fixed wall two sides of tension rib through walls through wall
Point, so that the bamboo chip grid of the mutual drawknot in two sides and wall form whole beaer, so as to improve wall (for example, sun-dried mud brick
Wall) shock resistance, can use when an earthquake occurs bamboo chip grid overall flexibility enable wall split without fall, to keep away
Exempt from the total Collapse of wall (for example, adobe wall), or make full use of the toughness of bamboo chip grid to delay wall to collapse the time, prolongs
Long escape time avoids heavy losses, therefore can be widely used for reinforcing the old adobe wall house in earthquake territory.Moreover, making
When with above-mentioned antidetonation wall, operation is also fairly simple, convenient, fast, and especially southern area is available locally, economical and high
Effect.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent substitution, improvement and etc. done be should be included within the scope of the present invention.
Claims (10)
1. a kind of antidetonation wall, which is characterized in that the antidetonation wall includes: wall, more bamboo chips and Duo Gen tension rib through walls；
The grid lines for meeting specific trellis spacing, the position where every vertical grid lines are provided on the metope of the wall two sides
It sets and offers vertical slot；
It is provided with the bamboo chip vertically to extend in each vertical slot, the bamboo chip of horizontal extension is both provided at every transverse grid line；
The tension rib through walls for running through wall, and the both ends of every tension rib through walls and two are provided at each grid node
Mutual corresponding two grid nodes are fixedly connected on side wall.
2. antidetonation wall according to claim 1, it is characterised in that:
In the facade corner part of wall, the grid spacing between adjacent net ruling is 250 millimeters；
In other regions of wall, the grid spacing between adjacent net ruling is 500 millimeters.
3. antidetonation wall according to claim 1, it is characterised in that:
The width of the vertical slot is 5 centimetres, and depth is 1 centimetre.
4. antidetonation wall according to claim 1, it is characterised in that:
The diameter of the tension rib through walls is 4~6 millimeters.
5. antidetonation wall according to claim 1, it is characterised in that:
The both ends of every tension rib through walls are fixedly connected with corresponding grid node using the mode of binding.
6. a kind of wall Shockproof reinforcing method, which is characterized in that this method comprises the following steps:
The wall skin on the metope of wall two sides is removed, and is symmetrical arranged the grid lines for meeting specific trellis spacing on the metope of two sides；
It is picked on the metope of wall two sides along the position where every vertical grid lines and digs out vertical slot；
It is respectively provided with the bamboo chip vertically to extend in each vertical slot, and is arranged along every transverse grid line on the metope of wall two sides
The bamboo chip of horizontal extension；
Piece tension rib through walls for running through wall, and the both ends of every tension rib through walls and two are set at each grid node
Mutual corresponding two grid nodes connect on side wall；
The both ends of every tension rib through walls are fixedly connected with corresponding grid node.
7. according to the method described in claim 6, it is characterized by:
In the facade corner part of wall, the grid spacing between adjacent net ruling is 250 millimeters；
In other regions of wall, the grid spacing between adjacent net ruling is 500 millimeters.
8. according to the method described in claim 6, it is characterized by:
The width of the vertical slot is 5 centimetres, and depth is 1 centimetre.
9. according to the method described in claim 6, it is characterized by:
The diameter of the tension rib through walls is 4~6 millimeters.
10. according to the method described in claim 6, it is characterized by:
The both ends of every tension rib through walls are fixedly connected with corresponding grid node using the mode of binding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910196144.1A CN109779085A (en) | 2019-03-15 | 2019-03-15 | A kind of antidetonation wall and its Shockproof reinforcing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910196144.1A CN109779085A (en) | 2019-03-15 | 2019-03-15 | A kind of antidetonation wall and its Shockproof reinforcing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109779085A true CN109779085A (en) | 2019-05-21 |
Family
ID=66489670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910196144.1A Pending CN109779085A (en) | 2019-03-15 | 2019-03-15 | A kind of antidetonation wall and its Shockproof reinforcing method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922379A (en) * | 2021-01-25 | 2021-06-08 | 浙江鼎固建筑技术有限公司 | Building reinforcing method |
-
2019
- 2019-03-15 CN CN201910196144.1A patent/CN109779085A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922379A (en) * | 2021-01-25 | 2021-06-08 | 浙江鼎固建筑技术有限公司 | Building reinforcing method |
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