CN101215930A - Method for reinforcing wall using bamboo wood - Google Patents
Method for reinforcing wall using bamboo wood Download PDFInfo
- Publication number
- CN101215930A CN101215930A CNA2008100304054A CN200810030405A CN101215930A CN 101215930 A CN101215930 A CN 101215930A CN A2008100304054 A CNA2008100304054 A CN A2008100304054A CN 200810030405 A CN200810030405 A CN 200810030405A CN 101215930 A CN101215930 A CN 101215930A
- Authority
- CN
- China
- Prior art keywords
- wall
- bamboo
- bamboo wood
- reinforcing wall
- anchoring
- 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.)
- Pending
Links
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a method for using bamboo wood to strengthen wall, which is to adhere or/and anchor bamboo glued boards on at least one side of the wall. The strengthening method has convenient construction, simple and effective procedure and short construction period, and is not easy to damage and convenient to maintain with low strengthening cost.
Description
Technical field
The present invention relates to a kind of wall reinforcement method, particularly relate to a kind of method of using bamboo wood that bodies of wall such as allowable ratio of height to sectional thickness of masonry wall or column, concrete wall, cob wall are reinforced.
Background technology
At present, in China's built house, most bodies of wall are masonry structures, but the tensile strength of masonry, shear strength are low, dry-shrinkage deformed bigger, make body of wall the crack in use often occur, have influenced its normal function of use.Also there is the problems of crack in the use in body of wall such as concrete wall and adobe wall.
Summary of the invention.
The technical problem to be solved in the present invention is, low, dry-shrinkage deformed bigger at body of wall tensile strength, shear strength, the easy problems of crack of body of wall provides a kind of utilization bamboo offset plate reinforcing wall, prevents the method for wall crazing.
For reaching above-mentioned target, the technical solution that the present invention provides is: at least one side at body of wall is pasted or the anchoring bamboo plywood.
Described bamboo plywood can be standard plate or strip boards or banded material.
Described stickup bamboo plywood can be selected epoxy resin for use with adhesive.
Below be further improved preferred version:
All paste or the anchoring bamboo plywood in the body of wall both sides.
Adopt stickup and two kinds of means of anchoring to be fixed in wide sidewall of body of wall simultaneously described bamboo plywood, step is: (1) pastes bamboo plywood wide of body of wall; (2) hole at body of wall; (3) carry out anchoring with bolt.
The invention has the advantages that: (1) reinforcement effect is remarkable: bamboo plywood has very high intensity one weight ratio: toughness is big, for moment impact load and periodicity fatigue failure very strong resistivity is arranged, in all structures, has good shock resistance, therefore, the bamboo plywood of body of wall both sides gummed has good tension shear strength, has remedied the deficiency of existing body of wall, greatly reduces the potential safety hazard of existing body of wall; (2) easy construction: with low cost, to compare with traditional reinforcement means, the construction of this reinforcement means is very convenient, and operation is simply effective, and the construction period is not short, and is fragile and be convenient to maintenance, reduced reinforcement cost; (3) bamboo wood is good electrical insulator: low conductibility is arranged, its good heat insulating, favourable to building energy conservation, but and the double as decoration plane material; (4) corrosion-resistant: bamboo wood has corrosion resistance to many chemical substances, the mashed and insect pest of the born corrosion resistant of many bamboo kinds; (5) to the environmental protection effect of society: bamboo is a renewable resource, fast growth, the cycle of becoming a useful person is short, output is big, and the bamboo wood source is secure, what is more important, bamboo wood is a green material, its manufacturing process environmental protection, pollution-free, therefore use the method for bamboo wood reinforcing wall to meet the requirement of sustainable development; (6) be convenient to promote: with low cost, durable in use, occupy little space, adopt the particularly vast rural area of suitable both urban and rural area.
Description of drawings
Fig. 1 is that one embodiment of the invention adopts bamboo plywood consolidation process schematic diagram wide of body of wall;
Fig. 2 is that another embodiment of the present invention adopts bamboo plywood band, bar consolidation process schematic diagram wide of body of wall;
Fig. 3 adopts the two-sided through bolt that adds to be connected and fixed the consolidation process schematic diagram for third embodiment of the invention at the body of wall leptoprosopy;
Fig. 4 is that four embodiment of the invention adopts single face from anchoring consolidation process schematic diagram at the body of wall leptoprosopy;
Fig. 5 is that fifth embodiment of the invention adopts bamboo clappers consolidation process schematic perspective view in wide both sides of body of wall;
Fig. 6 is that sixth embodiment of the invention adopts bamboo clappers consolidation process schematic perspective view in wide one side of body of wall.
The specific embodiment
Below in conjunction with embodiment the present invention is further described, but these embodiment must not be interpreted as limiting the scope of the invention.
With reference to Fig. 1, present embodiment is pasted with bamboo plywood 1 in a side of wide of body of wall (not shown) with epoxy resin, and bamboo plywood 1 is by being anchored in the sidewall of body of wall from anchor bolt 2.
With reference to Fig. 2, present embodiment a side of 3 wide of bodies of wall with epoxy resin be pasted with bamboo plywood band, bar 1 ', bamboo plywood band, bar 1 ' by be anchored in a side of 3 wide of bodies of wall from anchor bolt 2.
With reference to Fig. 3, present embodiment is to adopt the two-sided through bolt 2 ' anchoring bamboo plywood 1 that adds to reinforce at body of wall 3 leptoprosopy.
Embodiment 4
With reference to Fig. 4, present embodiment is to adopt single face to reinforce from anchor bolt 2 anchoring bamboo plywoods 1 at body of wall 3 leptoprosopy.
Embodiment 5
With reference to Fig. 5, present embodiment is to adopt the two-sided through bolt 2 ' anchoring bamboo plywood 1 that adds to reinforce at body of wall 3 leptoprosopy.
Embodiment 6
With reference to Fig. 6, present embodiment is to adopt single face to reinforce from anchor bolt 2 anchoring bamboo plywoods 1 at body of wall 3 leptoprosopy.
Claims (4)
1. method of using the bamboo wood reinforcing wall is characterized in that: at least one side at body of wall is pasted or/and the anchoring bamboo plywood.
2. the method for use bamboo wood reinforcing wall according to claim 1 is characterized in that: described bamboo plywood is strip boards or banded material.
3. the method for use bamboo wood reinforcing wall according to claim 1 and 2 is characterized in that: described stickup is adopted epoxy resin with adhesive.
4. the method for use bamboo wood reinforcing wall according to claim 1 and 2 is characterized in that: operating procedure is: (1) pastes bamboo plywood wide of body of wall; (2) hole at body of wall; (3) carry out anchoring with bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100304054A CN101215930A (en) | 2008-01-02 | 2008-01-02 | Method for reinforcing wall using bamboo wood |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100304054A CN101215930A (en) | 2008-01-02 | 2008-01-02 | Method for reinforcing wall using bamboo wood |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101215930A true CN101215930A (en) | 2008-07-09 |
Family
ID=39622432
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008100304054A Pending CN101215930A (en) | 2008-01-02 | 2008-01-02 | Method for reinforcing wall using bamboo wood |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101215930A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102003080A (en) * | 2010-11-24 | 2011-04-06 | 北京市建筑设计研究院 | Anti-seismic reinforcing structure and method of old brickwork building |
| CN102979316A (en) * | 2012-12-11 | 2013-03-20 | 上海市建筑科学研究院(集团)有限公司 | Method for reinforcing reinforced concrete girder by adhering bamboo board |
| EP2672038A3 (en) * | 2012-06-06 | 2014-06-25 | CBD d.o.o. | A building seismic strengthening system |
| CN103953205A (en) * | 2014-05-15 | 2014-07-30 | 福州大学 | Bamboo earthquake-proof reinforcing structure of existing raw soil wall and method thereof |
| CN104695958A (en) * | 2015-03-02 | 2015-06-10 | 深圳市中金岭南有色金属股份有限公司凡口铅锌矿 | Method for erecting first-layer ground net of ore removal stope |
| CN105888280A (en) * | 2016-04-20 | 2016-08-24 | 上海市建筑科学研究院 | Method for reinforcing brickwork wall by sticking bamboo mat |
-
2008
- 2008-01-02 CN CNA2008100304054A patent/CN101215930A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102003080A (en) * | 2010-11-24 | 2011-04-06 | 北京市建筑设计研究院 | Anti-seismic reinforcing structure and method of old brickwork building |
| CN102003080B (en) * | 2010-11-24 | 2012-08-29 | 北京市建筑设计研究院 | Anti-seismic reinforcing structure and method of old brickwork building |
| EP2672038A3 (en) * | 2012-06-06 | 2014-06-25 | CBD d.o.o. | A building seismic strengthening system |
| CN102979316A (en) * | 2012-12-11 | 2013-03-20 | 上海市建筑科学研究院(集团)有限公司 | Method for reinforcing reinforced concrete girder by adhering bamboo board |
| CN103953205A (en) * | 2014-05-15 | 2014-07-30 | 福州大学 | Bamboo earthquake-proof reinforcing structure of existing raw soil wall and method thereof |
| CN103953205B (en) * | 2014-05-15 | 2016-06-01 | 福州大学 | A kind of existing immature soil wall bamboo wood seismic reinforcing structure and method thereof |
| CN104695958A (en) * | 2015-03-02 | 2015-06-10 | 深圳市中金岭南有色金属股份有限公司凡口铅锌矿 | Method for erecting first-layer ground net of ore removal stope |
| CN104695958B (en) * | 2015-03-02 | 2017-03-15 | 深圳市中金岭南有色金属股份有限公司凡口铅锌矿 | A kind of erection method of ore removal stope first floor earth mat |
| CN105888280A (en) * | 2016-04-20 | 2016-08-24 | 上海市建筑科学研究院 | Method for reinforcing brickwork wall by sticking bamboo mat |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101215930A (en) | Method for reinforcing wall using bamboo wood | |
| CN201891193U (en) | Bamboo-wood composite wall body with sandwiched bamboo cylinders | |
| CN101338622B (en) | Rapidly assembled bamboo wood barrack | |
| CN204023882U (en) | A kind of novel prefabricated panel and by the external wall of its assembling | |
| CN103556711A (en) | Assembled wood structure bar planting node and construction method thereof | |
| CN103603462A (en) | FRP (fiber reinforced Plastic), wood and reinforced concrete composite beam | |
| CN103879050A (en) | Dot matrix sandwich structure of wooden engineering composite material | |
| CN106592825A (en) | Assembly type wood frame energy-saving shear wall | |
| CN201232372Y (en) | Rapid assembling bamboo and wood barrack | |
| CN104652702A (en) | Connecting device for reinforced wood-concrete composite beam | |
| CN206545306U (en) | A kind of laminated wood Combined concrete superstructure | |
| CN201128950Y (en) | Fast-fabricated bamboo house | |
| CN212602393U (en) | Orthogonal glued bamboo wood for building structure | |
| CN201148745Y (en) | Bamboo wood reinforcement wall | |
| CN205857383U (en) | Assembled timber structure X-shaped beam column power consumption node | |
| CN205329843U (en) | Connecting system of wood-concrete combined structure | |
| CN105484355A (en) | Connecting system of wood-concrete combined structure | |
| CN207538325U (en) | A kind of wood-aluminium alloy combination truss | |
| CN203296180U (en) | Face hole enhanced type large-span glued wood column-beam connecting structure | |
| CN203716285U (en) | Self-supporting straw-bale housing | |
| CN208533817U (en) | A kind of lightweight aggregate concrete-bamboo wood composite floor system | |
| CN103741789B (en) | A kind of construction technology of the heavy grass brick house of self-supporting | |
| CN201771104U (en) | Solid wood panel | |
| CN203668814U (en) | Anchoring device for prestress CFRP (Carbon Fiber Reinforced Plastics) rib embedded reinforcing laminated wood beam | |
| CN203514637U (en) | FRP (fiber reinforced Plastic), wood and reinforced concrete composite beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20080709 |