CN102577889A - Overground spatial protection method for ancient trees - Google Patents
Overground spatial protection method for ancient trees Download PDFInfo
- Publication number
- CN102577889A CN102577889A CN2011100026120A CN201110002612A CN102577889A CN 102577889 A CN102577889 A CN 102577889A CN 2011100026120 A CN2011100026120 A CN 2011100026120A CN 201110002612 A CN201110002612 A CN 201110002612A CN 102577889 A CN102577889 A CN 102577889A
- Authority
- CN
- China
- Prior art keywords
- ancient tree
- steel sheet
- sheet pile
- around
- ancient
- 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.)
- Granted
Links
Images
Abstract
The invention discloses an overground spatial protection method for ancient trees, which includes: driving in at least one circle of steel sheet piles around the roots of an ancient tree; and setting a circle of steel sheets around the upper portion of the ancient tree. By the overground spatial protection method, the Lassen steel sheet piles are used to effectively prevent cement slurry to invade the land around the ancient tree, maintenance observation wells are used to facilitate detection of water level around the ancient tree and water level for constructors, and surrounding pollution is effectively managed for the ancient tree.
Description
Technical field
The present invention relates to a kind of environmental protection node, relate in particular to the protection node of a kind of aboveground space top ancient tree.
Background technology
Now, Along with people's is to the attention of environmental protection, has increasing ground surface works team when operation, near the underground ancient tree the engineering to be protected.The node processing of the common ancient tree virescence maintenance that often has at first adopts the color steel enclosure wall to go along with sb. to guard him around ancient tree; Next sends the special messenger to carry out ancient tree maintenance greening; And this kind handled and can be produced following problem: (1) on every side underground engineering be used for reinforcing the ground wall the muddy water of cement mixing pile owing to too near ancient tree, infiltrate the root system scope of ancient tree easily.(2) damage of alkaline water to ancient tree can not be effectively isolated in common maintenance.(3) the basement structure construction stage is prone to the subterranean water level reduction, influences the existence of ancient tree.
Summary of the invention
The purpose of aboveground space ancient tree of the present invention guard method is to overcome the deficiency of prior art, and a kind of protection node to the harm of ancient tree root system that can prevent cement, alkaline water and subterranean water level etc. is provided, and effectively ancient tree is protected.
To achieve these goals, the technical scheme taked of the present invention is:
The guard method of a kind of aboveground space ancient tree wherein, is squeezed at least one circle steel sheet pile around the root of ancient tree; Enclose around the top of said ancient tree and to put a circle steel plate.
In the first embodiment of the present invention, select two-layer Larsen steel sheet pile as said steel sheet pile.
In the second embodiment of the present invention, said steel sheet pile is provided with around said ancient tree radius 10m place, and the degree of depth is 12m.
In the third embodiment of the present invention, select color steel as said steel plate.
In the fourth embodiment of the present invention, said steel plate is provided with around said ancient tree radius 5m place, and highly is 2.2m.
In the fifth embodiment of the present invention, below said ancient tree, be provided with a bite maintenance at least and observe well.
In the sixth embodiment of the present invention, the diameter that well is observed in said maintenance is 600mm, and the degree of depth is 2000mm.
In the seventh embodiment of the present invention, squeezing into a circle degree of depth at the peripheral 1m place of said steel sheet pile is the cement steel sheet pile of 20m.
In the eighth embodiment of the present invention, on said ancient tree, cover one deck crape net.
In the nineth embodiment of the present invention, below said ancient tree, enclose the shading canopy around being provided with one.
The present invention is owing to adopted above-mentioned technology, and the good effect that makes it to have is:
(1) use through the Larsen steel sheet pile prevents the peripheral soil of cement mortar intrusion ancient tree effectively.
(2) being convenient to the constructor through maintenance observation well detects water level around the ancient tree and water level.
Description of drawings
Fig. 1 is the sketch map of aboveground space ancient tree of the present invention guard method;
Fig. 2 is the cutaway view of aboveground space ancient tree of the present invention guard method.
Embodiment
Provide the embodiment of aboveground space ancient tree of the present invention guard method below in conjunction with accompanying drawing.
Fig. 1 is the sketch map of aboveground space ancient tree of the present invention guard method; Fig. 2 is the cutaway view of aboveground space ancient tree of the present invention guard method, see also illustrated in figures 1 and 2, the guard method of a kind of aboveground space ancient tree; At the root of ancient tree 1 to be protected around squeezing at least one circle steel sheet pile 2; The periphery that vertically is arranged in ancient tree 1 root of steel sheet pile 2 concave-convex surfaces to the lower part increase safeguard measure of ancient tree 1, is enclosed steel plate 4 on the top of ancient tree 1 around being provided with one; Steel plate 4 vertically is arranged in the ancient tree 1 and encloses, to the top increase safeguard measure of ancient tree 1.
In the practice process of the present invention, through the use of steel sheet pile, can be effectively the soil of ancient tree root periphery be left with being separated by by the construction soil, cement mortar immerses in the soil of ancient tree root periphery when preventing to construct; Through the use of steel plate, can ancient tree around around one the circle baffle plate, with ancient tree with kept apart by the job site, block the infiltration of sewage effectively.
In the first embodiment of the present invention, steel sheet pile 2 can adopt the Larsen steel sheet pile as material, and the Larsen steel sheet pile is chosen two-layer.Ground floor steel sheet pile 2 around squeeze into ancient tree 1 around; Second layer steel sheet pile 2 is close to ground floor steel sheet pile 2 and is provided with; Because the Larsen steel sheet pile has good sealing property; And the setting through two-layered steel plates stake 2, can avoid cement mortar to see through 2 pairs of ancient tree roots of steel sheet pile soil effectively and attack.
In the second embodiment of the present invention, steel sheet pile 2 is around ancient tree 1 radius 10m place facility, and its degree of depth is 12m.Certainly; This size is only squeezed into setting according to the size of above-mentioned ancient tree 1 to be protected; It is a preferred size, if the ancient tree to be protected of other different scales is arranged, promptly comes the setting of arranging of steel sheet pile 2 on every side according to its size; Only need to satisfy and to avoid cement mortar to see through 2 pairs of ancient tree roots of steel sheet pile soil effectively attacking and get final product, do not do at this and give unnecessary details.
In the third embodiment of the present invention, steel plate 4 can adopt color steel as material.Installation period is short, sealing performance good because color steel has, and can block extraneous sewage through steel plate 4 effectively and infiltrate to the inside of ancient tree 1.
In the fourth embodiment of the present invention, steel plate 4 is provided with around ancient tree 1 radius 5m place, and it highly is 2.2m.Certainly; The size of this steel plate 4 is only installed according to the size of above-mentioned ancient tree 1 to be protected; It is a preferred size, if the ancient tree to be protected of other different scales is arranged, promptly comes the setting of arranging of steel plate 4 on every side according to its size; Only need to satisfy and can be effectively block extraneous sewage and infiltrate to the inside of ancient tree 1 and get final product, do not do at this and give unnecessary details through steel plate 4.
In the fifth embodiment of the present invention, below ancient tree 1, be provided with a bite maintenance at least and observe well 5.Observing well 5 through maintenance is convenient to construction period water level and water quality around the ancient tree 1 is observed.
In the sixth embodiment of the present invention, the diameter that well 5 is observed in maintenance is 600mm, and its degree of depth is 2000mm.
In the seventh embodiment of the present invention; Also squeeze into a circle cement steel sheet pile 3 at the peripheral 1m place of steel sheet pile 2; The degree of depth of cement steel sheet pile 3 is 20m, and the cement of generation infiltrates in the soil of ancient tree root periphery when preventing that through cement steel sheet pile 3 construction period, peripheral cement was built.Certainly; The size of this cement steel sheet pile 3 is only squeezed into setting according to the size of above-mentioned ancient tree 1 to be protected; It is a preferred size, if the ancient tree to be protected of other different scales is arranged, promptly comes the setting of arranging of cement steel sheet pile 3 on every side according to its size; The cement that only need satisfy generation in the time of can preventing that effectively peripheral cement from building through cement steel sheet pile 3 infiltrates in the peripheral soil of ancient tree root and gets final product, and does not do at this and gives unnecessary details.
In the eighth embodiment of the present invention; In the actual installation process; Can on ancient tree 1, cover one deck crape net; Can the crape net be covered to ground from the top of ancient tree 1, also can the crape net directly be wrapped in the bark part of ancient tree 1, can prevent effectively that through the crape net construction period on-the-spot airborne dust from producing ancient tree 1 and pollute.
In the nineth embodiment of the present invention, in the actual installation process, also can be around a circle shading canopy is set, to avoid the influence of illuminating light radiation of construction period below ancient tree 1 to ancient tree 1.
Aboveground space ancient tree of the present invention guard method; Construction period is when protecting ancient tree; At first around the root of ancient tree, enclose the Larsen steel sheet pile around squeezing into one; Squeeze into a circle cement steel sheet pile again in the periphery of Larsen steel sheet pile, cement mortar immersed in the ancient tree soil on every side when the use through Larsen steel sheet pile and cement steel sheet pile can prevent to construct effectively.Color steel is enclosed around being provided with one in top ancient tree; At least one maintenance is set below ancient tree observes a well and a circle shading canopy; On ancient tree, also can cover one deck crape net; Can be convenient to construction period to on-the-spot dust pollution through these measures, the light radiation of construction illumination and water pollute and carry out effective control and management, finally with the protection ancient tree.
In sum; Use aboveground space ancient tree of the present invention guard method; Prevent the soil of cement mortar intrusion ancient tree periphery effectively through the use of Larsen steel sheet pile; Be convenient to the constructor through maintenance observation well water level around the ancient tree and water level are detected, effectively the pollution around the ancient tree is managed.
The above is merely preferred embodiment of the present invention, not in order to restriction the present invention, all any modifications of within spirit of the present invention and principle, being done, is equal to and replaces and improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. aboveground space ancient tree guard method is characterized in that, squeezes at least one circle steel sheet pile around the root of ancient tree; Enclose around the top of said ancient tree and to put a circle steel plate.
2. aboveground space ancient tree according to claim 1 guard method is characterized in that, selects two-layer Larsen steel sheet pile as said steel sheet pile.
3. aboveground space ancient tree according to claim 2 guard method is characterized in that, said steel sheet pile is provided with around said ancient tree radius 10m place, and the degree of depth is 12m.
4. aboveground space ancient tree according to claim 1 guard method is characterized in that, selects color steel as said steel plate.
5. aboveground space ancient tree according to claim 4 guard method is characterized in that, said steel plate is provided with around said ancient tree radius 5m place, and highly is 2.2m.
6. aboveground space ancient tree according to claim 1 guard method is characterized in that, below said ancient tree, is provided with a bite maintenance at least and observes well.
7. aboveground space ancient tree according to claim 6 guard method is characterized in that, the diameter that well is observed in said maintenance is 600mm, and the degree of depth is 2000mm.
8. aboveground space ancient tree according to claim 1 guard method is characterized in that, squeezing into a circle degree of depth at the peripheral 1m place of said steel sheet pile is the cement steel sheet pile of 20m.
9. according to the guard method of the arbitrary described aboveground space ancient tree of claim 1 ~ 8, it is characterized in that, on said ancient tree, cover one deck crape net.
10. according to the guard method of the arbitrary described aboveground space ancient tree of claim 1 ~ 8, it is characterized in that, below said ancient tree, enclose the shading canopy around being provided with one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110002612.0A CN102577889B (en) | 2011-01-07 | 2011-01-07 | Overground spatial protection method for ancient trees |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110002612.0A CN102577889B (en) | 2011-01-07 | 2011-01-07 | Overground spatial protection method for ancient trees |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102577889A true CN102577889A (en) | 2012-07-18 |
| CN102577889B CN102577889B (en) | 2015-08-05 |
Family
ID=46467579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110002612.0A Active CN102577889B (en) | 2011-01-07 | 2011-01-07 | Overground spatial protection method for ancient trees |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102577889B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107182642A (en) * | 2017-06-21 | 2017-09-22 | 中国航天建设集团有限公司 | Old trees' conservancy method and old trees' conservancy system |
| CN108934654A (en) * | 2018-07-09 | 2018-12-07 | 杭州三江园林绿化工程有限公司 | A kind of ancient tree original place guard method in dredging waterway |
| CN115299275A (en) * | 2022-07-11 | 2022-11-08 | 北京市政路桥股份有限公司 | Funnel type ancient tree protection structure construction method for upper part of slope terrain tunnel |
| CN115316169A (en) * | 2022-07-11 | 2022-11-11 | 北京市政路桥股份有限公司 | Basin-type ancient tree protection structure constructed synchronously by utilizing tunnel anchor rods and construction method |
| CN115299275B (en) * | 2022-07-11 | 2024-05-10 | 北京市政路桥股份有限公司 | Construction method of funnel type ancient tree protection structure for upper part of slope terrain tunnel |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU8166691A (en) * | 1990-08-24 | 1992-02-27 | Isao Yamada | Method of planting trees in drying region |
| DE4206648A1 (en) * | 1992-03-03 | 1993-09-09 | Otto Scharnweber Garten Und La | Method of moving tree and root system laterally - uses horizontal sheet piles driven under root ball and on top of slipway with cross members between them |
| CN2607745Y (en) * | 2003-02-20 | 2004-03-31 | 刘世明 | Seedling growth pit for desert tree-planting |
| CN101406150A (en) * | 2008-11-27 | 2009-04-15 | 中国科学院武汉植物园 | Operation method for transplanting wild big tree |
| CN201398349Y (en) * | 2009-04-09 | 2010-02-10 | 吴伟明 | Semicircle big tree transplanting box |
| CN201398344Y (en) * | 2009-04-09 | 2010-02-10 | 吴伟明 | Square big tree transplanting box |
-
2011
- 2011-01-07 CN CN201110002612.0A patent/CN102577889B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU8166691A (en) * | 1990-08-24 | 1992-02-27 | Isao Yamada | Method of planting trees in drying region |
| DE4206648A1 (en) * | 1992-03-03 | 1993-09-09 | Otto Scharnweber Garten Und La | Method of moving tree and root system laterally - uses horizontal sheet piles driven under root ball and on top of slipway with cross members between them |
| CN2607745Y (en) * | 2003-02-20 | 2004-03-31 | 刘世明 | Seedling growth pit for desert tree-planting |
| CN101406150A (en) * | 2008-11-27 | 2009-04-15 | 中国科学院武汉植物园 | Operation method for transplanting wild big tree |
| CN201398349Y (en) * | 2009-04-09 | 2010-02-10 | 吴伟明 | Semicircle big tree transplanting box |
| CN201398344Y (en) * | 2009-04-09 | 2010-02-10 | 吴伟明 | Square big tree transplanting box |
Non-Patent Citations (2)
| Title |
|---|
| 牟松: "穿越名木古树群浅埋隧道施工技术", 《隧道建设》, vol. 24, no. 02, 30 April 2004 (2004-04-30) * |
| 肖斌: "韶山高速公路绿化工程大树栽植技术要点", 《湖南交通科技》, vol. 34, no. 04, 31 December 2008 (2008-12-31), pages 187 - 189 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107182642A (en) * | 2017-06-21 | 2017-09-22 | 中国航天建设集团有限公司 | Old trees' conservancy method and old trees' conservancy system |
| CN108934654A (en) * | 2018-07-09 | 2018-12-07 | 杭州三江园林绿化工程有限公司 | A kind of ancient tree original place guard method in dredging waterway |
| CN115299275A (en) * | 2022-07-11 | 2022-11-08 | 北京市政路桥股份有限公司 | Funnel type ancient tree protection structure construction method for upper part of slope terrain tunnel |
| CN115316169A (en) * | 2022-07-11 | 2022-11-11 | 北京市政路桥股份有限公司 | Basin-type ancient tree protection structure constructed synchronously by utilizing tunnel anchor rods and construction method |
| CN115316169B (en) * | 2022-07-11 | 2024-01-09 | 北京市政路桥股份有限公司 | Basin-type ancient tree protection structure synchronously constructed by tunnel anchor rods and construction method |
| CN115299275B (en) * | 2022-07-11 | 2024-05-10 | 北京市政路桥股份有限公司 | Construction method of funnel type ancient tree protection structure for upper part of slope terrain tunnel |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102577889B (en) | 2015-08-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20160273181A1 (en) | Flood Prevention System and Method | |
| CN203808215U (en) | Side slope drainage and protection structure | |
| CN102577889B (en) | Overground spatial protection method for ancient trees | |
| CN104847364A (en) | Construction method of shield and continuous cutting pile foundation for penetrating through residential building group | |
| CN102002952B (en) | Spiral flow tank pit protection construction method for soil and rock combined region | |
| CN210816669U (en) | Dangerous waste rigid landfill pool | |
| CN101761069B (en) | Construction method of three-in-one underground diaphragm wall | |
| CN110586606A (en) | Dangerous waste rigid landfill pool | |
| CN102373675B (en) | Fabricated culvert member and construction method thereof | |
| CN212772481U (en) | Anti earthquake liquefaction system of sand foundation building | |
| CN104805873A (en) | Multi-defense line type anti-floating system capable of monitoring release of water pressure of basement | |
| JP5352023B1 (en) | Simple bottom plate structure of final disposal site | |
| CN204608811U (en) | Ultra-deep-water position drop and drainage structure | |
| CN210341959U (en) | Foundation pit drainage system | |
| JP2014223561A (en) | Simple vertical wall structure of final disposal site | |
| CN203145003U (en) | Manual holing pouring pile with high security | |
| CN102635044A (en) | Treating method of dynamic compacter for excavation roadbed | |
| KR101622337B1 (en) | Layered debris barrier with eco-corridors and monitoring system | |
| CN203927685U (en) | A kind of integral solar garden lamp | |
| CN106351173A (en) | Water-permeable breakwater structure | |
| CN202247924U (en) | Assembled steel structure open caisson in pipe jacking construction | |
| Wrzesiński | Hazards resulting from improper building drainage system by the use of BIM | |
| Peng et al. | Design and construction of the new library at China Agricultural University | |
| Ugolini et al. | Managing water risks in archaeological sites: the flooding of the complex of Santa Croce in Ravenna. | |
| CN217711040U (en) | Leachate collecting system of waste incineration plant |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 200120 D, building 5, 33 Fushan Road, Shanghai, Pudong New Area Applicant after: Shanghai Construction No.2 (Group) Co., Ltd. Address before: 200120 Shanghai city Pudong New Area Fushan Road No. 33 Applicant before: Shanghai No.2 Building Co., Ltd. |
|
| CB03 | Change of inventor or designer information |
Inventor after: Wang Siman Inventor after: Min Weiguo Inventor after: Yang Min Inventor after: Shi Zhen Inventor after: Zhao Qi Inventor before: Min Weiguo Inventor before: Yang Min Inventor before: Shi Zhen Inventor before: Zhao Qi |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: MIN WEIGUO YANG MIN SHI ZHEN ZHAO QI TO: WANG SIMAN MIN WEIGUO YANG MIN SHI ZHEN ZHAO QI Free format text: CORRECT: APPLICANT; FROM: SECOND BUILDING CO., LTD., SHANGHAI TO: SHANGHAI CONSTRUCTION NO.2 (GROUP) CO., LTD. |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |