CN106626945A - Anti-seismic rockery construction method - Google Patents
Anti-seismic rockery construction method Download PDFInfo
- Publication number
- CN106626945A CN106626945A CN201611239348.1A CN201611239348A CN106626945A CN 106626945 A CN106626945 A CN 106626945A CN 201611239348 A CN201611239348 A CN 201611239348A CN 106626945 A CN106626945 A CN 106626945A
- Authority
- CN
- China
- Prior art keywords
- rockery
- stones
- rockwork
- construction method
- seismic
- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B44—DECORATIVE ARTS
- B44C—PRODUCING DECORATIVE EFFECTS; MOSAICS; TARSIA WORK; PAPERHANGING
- B44C5/00—Processes for producing special ornamental bodies
- B44C5/06—Natural ornaments; Imitations thereof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The invention discloses an anti-seismic rockery construction method. The anti-seismic rockery construction method comprises the following steps: (1) selecting rockery stones, and then drilling holes which have the diameter of 14mm and are 20cm deep by adopting an electric drill on the back of a modeling surface at an interval of 30cm; (2) blowing to clean stone powder by adopting an air pump, injecting epoxy resin super glue into the holes, and inserting reinforcing steel bars with the diameter of 12mm; (3) piling and building the rockery stones in place according to rockery modeling requirement, firmly binding the reinforcing steel bars on the back of the rockery stones, and blocking empty spaces among the rockery stones by adopting the traditional stone setting technique on the ornamental surface; (4) filling gaps on the back of the rockery stones with concrete, and tamping, so that the rockery stones are connected into a whole; and (5) removing excessive concrete. The anti-seismic rockery construction method has the beneficial effects that compared with the traditional technology, structural strength, especially antiseismic intensity of large-scale rockeries and cave rockeries, is greatly improved, and safety of tourists is guaranteed.
Description
Technical field
The present invention relates to landscape engineering technical field, more particularly to a kind of antidetonation artificial hillock construction method.
Background technology
Existing artificial hillock construction shockproof requirements are not high, the external styling of an emphasis artificial hillock.Stone is leaned in connection between rockwork
The deadweight of material and a small amount of pointing with cement mortar are completed.Shortcoming/the deficiency of prior art：
1. rockwork is uneven, and the joint face between stone less, can only be stablized, it is impossible to casting concrete by fritter stone of stopping,
Resistance to overturning is poor.
2. the tortuous changes of height fluctuating Dian are pursued in artificial hillock moulding, and job specfication is required without specific shockproof Dian anti-collision techniques.
3. all it build in garden before ancient architecture artificial hillock and the scale of construction is less, plays for a few peoples.In recent years in urban greening project
There is potential safety hazard in middle extensive utilization, conventional construction method shock resistance difference.
The content of the invention
In view of the foregoing, the invention provides a kind of antidetonation artificial hillock construction method.
To reach above-mentioned purpose, the technical solution adopted for the present invention to solve the technical problems is：
A kind of antidetonation artificial hillock construction method, comprises the following steps：（1）, after select rockwork, be spaced at the back side in moulding face
The hole of 30cm electric drill drill diameter 14mm, depth 20cm；（2）, with air pump blow clean stone flour, epoxy resin is poured in hole strong
Power glue, inserts the reinforcing bar of diameter 12mm；（3）, by artificial hillock modeling requirement artificial hillock clitter is built in place, the reinforcing bar colligation of the rockwork back side
Firmly, view and admire face to block the neutral gear between rockwork using tradition edge stone gimmick；（4）, with concrete rockwork behind
Space fill, consolidate, make rockwork be connected；（5）, reject unnecessary concrete.
Due to the utilization of above-mentioned technical proposal, the present invention has compared with prior art following beneficial effect：
Compared with existing conventional art, the application makes the intensity of structure be greatly improved, especially in large rockwork and cavern
The antidetonation earthquake intensity of artificial hillock, it is ensured that the safety of visitor.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is one of schematic diagram of construction method of the present invention.
Fig. 2 is the two of the schematic diagram of construction method of the present invention.
Fig. 3 is the three of the schematic diagram of construction method of the present invention.
Specific embodiment
With reference to specific embodiment, present disclosure is described in further detail：
Refering to Fig. 1 to Fig. 3, a kind of antidetonation artificial hillock construction method in artificial hillock work progress, increases the rigidity connection between rockwork
The operation of knot and cast concrete, comprises the following steps：（1）, after select rockwork, the back side interval 30cm in moulding face is used
The hole of electric drill drill diameter 14mm, depth 20cm；（2）, with air pump blow clean stone flour, epoxy resin seccotine is poured in hole,
The reinforcing bar of insertion diameter 12mm；（3）, by artificial hillock modeling requirement artificial hillock clitter is built in place, the colligation of rockwork back side reinforcing bar firmly,
View and admire face to block the neutral gear between rockwork using tradition edge stone gimmick；（4）, with concrete the space of rockwork behind
Fill, consolidate, make rockwork be connected；（5）, reject unnecessary concrete.
Above-described embodiment technology design only to illustrate the invention and feature, its object is to allow person skilled in the art
Scholar will appreciate that present disclosure and be carried out, can not be limited the scope of the invention with this, all according to the present invention
Equivalence changes or modification that Spirit Essence is made, all should cover within the scope of the present invention.
Claims (1)
1. a kind of antidetonation artificial hillock construction method, it is characterised in that comprise the following steps：
（1）, after select rockwork, the hole of back side interval 30cm electric drill drill diameter 14mm, depth 20cm in moulding face；
（2）, with air pump blow clean stone flour, epoxy resin seccotine is poured in hole, insert the reinforcing bar of diameter 12mm；
（3）, by artificial hillock modeling requirement artificial hillock clitter is built in place, reinforcing bar colligation in the rockwork back side firmly, views and admires face using tradition
Edge stone gimmick blocks the neutral gear between rockwork；
（4）, with concrete the space of rockwork behind is filled, consolidate, make rockwork be connected；
（5）, reject unnecessary concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611239348.1A CN106626945A (en) | 2016-12-28 | 2016-12-28 | Anti-seismic rockery construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611239348.1A CN106626945A (en) | 2016-12-28 | 2016-12-28 | Anti-seismic rockery construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106626945A true CN106626945A (en) | 2017-05-10 |
Family
ID=58835366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611239348.1A Pending CN106626945A (en) | 2016-12-28 | 2016-12-28 | Anti-seismic rockery construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106626945A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110315901A (en) * | 2019-05-15 | 2019-10-11 | 杭州市园林工程有限公司 | A kind of garden rockery landscape construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1063842A (en) * | 1991-02-07 | 1992-08-26 | 潘正吾 | The method of building of artificial hillock |
| KR100296412B1 (en) * | 1998-11-07 | 2001-11-26 | 김황평 | Foundation method on bedrock |
| CN1453151A (en) * | 2003-05-26 | 2003-11-05 | 纳志祥 | Artificial rockery making process |
| CN1486861A (en) * | 2003-08-08 | 2004-04-07 | 北京宝贵石艺科技有限公司 | Prefabricated regenerated stone block for rockery, its fabrication process, regenerated stone rockery and its piling up method |
| CN203129622U (en) * | 2013-01-10 | 2013-08-14 | 张泽民 | Stone and garden rockery stone connecting and reinforcing structure |
| CN104773023A (en) * | 2015-04-20 | 2015-07-15 | 江苏山水环境建设集团股份有限公司 | Retaining wall attached steel frame-dense net combined on-site molded GRC artificial hill and construction method thereof |
| CN204641235U (en) * | 2015-04-21 | 2015-09-16 | 深圳海外装饰工程有限公司 | A kind of chevron moulds stone landscape structure |
-
2016
- 2016-12-28 CN CN201611239348.1A patent/CN106626945A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1063842A (en) * | 1991-02-07 | 1992-08-26 | 潘正吾 | The method of building of artificial hillock |
| KR100296412B1 (en) * | 1998-11-07 | 2001-11-26 | 김황평 | Foundation method on bedrock |
| CN1453151A (en) * | 2003-05-26 | 2003-11-05 | 纳志祥 | Artificial rockery making process |
| CN1486861A (en) * | 2003-08-08 | 2004-04-07 | 北京宝贵石艺科技有限公司 | Prefabricated regenerated stone block for rockery, its fabrication process, regenerated stone rockery and its piling up method |
| CN203129622U (en) * | 2013-01-10 | 2013-08-14 | 张泽民 | Stone and garden rockery stone connecting and reinforcing structure |
| CN104773023A (en) * | 2015-04-20 | 2015-07-15 | 江苏山水环境建设集团股份有限公司 | Retaining wall attached steel frame-dense net combined on-site molded GRC artificial hill and construction method thereof |
| CN204641235U (en) * | 2015-04-21 | 2015-09-16 | 深圳海外装饰工程有限公司 | A kind of chevron moulds stone landscape structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110315901A (en) * | 2019-05-15 | 2019-10-11 | 杭州市园林工程有限公司 | A kind of garden rockery landscape construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170510 |
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| RJ01 | Rejection of invention patent application after publication |