CN1038994C - Construction method of rockery - Google Patents
Construction method of rockery Download PDFInfo
- Publication number
- CN1038994C CN1038994C CN91106630A CN91106630A CN1038994C CN 1038994 C CN1038994 C CN 1038994C CN 91106630 A CN91106630 A CN 91106630A CN 91106630 A CN91106630 A CN 91106630A CN 1038994 C CN1038994 C CN 1038994C
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- China
- Prior art keywords
- artificial hillock
- outrigger
- design
- stone
- rockery
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Abstract
The present invention relates to a building method of a rockery in a garden architecture, which is characterized in that when the rockery is formed, a framework of the rockery is fixed to a base under the rockery. Model face fabrics are pricked and picked on the framework according to the shape design of the rockery. The rockery formed by the method has the characteristics of beauty and ruggedness, and can be made into the views of inclination, suspension and penetration and the natural postures. Moreover, materials can be saved, and the cost is low. Thus, the method is ideal for building the rockery.
Description
The present invention relates to the method for building of a kind of artificial hillock in the garden architecture.
In garden architecture, artificial orogenetic is one of individual style of classical Chinese garden.Fake at all times that the mountain person is thin, saturating with mountain shape, leakage, high be designing requirement.But because the method for being faked the mountain material and piling up artificial hillock is limited to, got shape and can not surpass nature just as oneself in the past, be difficult to reach thin, saturating, leakage, high requirement in the artificial hillock of nature yet make.In the construction technology on fraud mountain owing to be, be subjected to the constraint of gravity balance with the method for piling up, be difficult to make artificial hillock to make and build dangerously steeply, more can't reach artificial rockery " incline and desire fall, outstanding and desire to fall, desire to wear thoroughly " individual style.
The object of the present invention is to provide a kind of method of building of artificial hillock.By the artificial hillock of this method moulding, have beautiful dangerously steep characteristics, can cause the gesture of " inclining and desire is fallen, outstanding and desire to fall, saturating and desire to wear ", yet shape is as from the attitude that is better than nature.
Technical solution of the present invention is: when artificial hillock was shaped, fixed frame was done the skeleton of artificial hillock on the ground under the artificial hillock, and design is worn and chosen the appearance building stones according to chevron on skeleton.
Owing to adopted technique scheme, the artificial hillock with the present invention builds, have " incline and desire fall, outstanding and desire to fall, saturating and desire to wear " imposing manner.Really reach the effect of " thin, saturating, leakage, high ", increased the aesthetic feeling of the Nature to gardens.And can material saving, cheap, be the Perfected process of moulding artificial hillock.
Description of drawings:
Fig. 1 is with framework outrigger method moulding artificial hillock schematic diagram;
Fig. 2 is column and outrigger structural representation;
Fig. 3 is artificial hillock external form (the two) schematic diagram of moulding of the present invention;
Fig. 4 is artificial hillock external form (the three) schematic diagram of moulding of the present invention.
Embodiment: accompanying drawing has been described three embodiment of the present invention, and referring to accompanying drawing one, the framework of present embodiment all adopts the column (3) of prefabricated crossbeam (2), prefabricated outrigger (1) and on-the-spot ramming to water and smashes shaping, and forms the skeleton of artificial hillock inside; Then, the main material of artificial hillock--porous-stone is got shape by design with building, and punchinges, and to penetrate outrigger, the size in its hole and outrigger size adapt, and uses the cement mortar filling firmly glued again, and this has just constituted the agent structure of artificial hillock.On this basis, artificial hillock is carried out art processing modify, design, on artificial hillock, arrange the art architecture thing of booth, exterior feature, bridge, tower and so on, can become beautiful, a dangerously steep artificial hillock.Its forming step is as follows:
A, according to chevron design precast beam (1) and crossbeam (2);
B, according to chevron design colligation column reinforcing bar;
C, excavation foundation trench, tamping basis, setting column reinforcing bar;
D, build artificial hillock appearance porous-stone by laying bricks or stones by chevron design.Facing bond is built the height limit and is installed crossbeam (2), outrigger (1) limit ramming column (3), chooses earlier when installing fixed cross beam (2) and puts on porous-stone;
E, around the framework of artificial hillock inner skeleton, fill and water the seam rough concrete;
F, treat that column (3) intensity reaches more than 70%, the porous-stone of having punchinged is worn chosen on outrigger, fill up firm and solid with cement mortar;
G, finishing chevron are arranged the profiling artistic shape.
Embodiment one:
Referring to accompanying drawing 1, present embodiment is provided with three root posts (3), two crossbeams (2), and five outriggers (1) are made into artificial hillock by above-mentioned forming step.
Embodiment two:
Referring to accompanying drawing 3, be provided with two root posts (3), a crossbeam (2), three outriggers (1).
Embodiment three:
Referring to accompanying drawing 4, be provided with a root post (3), four outriggers (1).
Claims (1)
1. the method for building of an artificial hillock comprises that chevron design, material are prepared, the artificial hillock forming step, and described forming step comprises:
A, design prefabricated outrigger (1) and crossbeam (2) according to chevron;
B, according to chevron design colligation column reinforcing bar;
C, excavation foundation trench, tamping ground, setting column reinforcing bar;
D, build artificial hillock appearance porous-stone by laying bricks or stones by chevron design, height is built in facing bond, and crossbeam (2), outrigger (1) are installed in the limit, and limit ramming column (3) is worn earlier when installing fixed cross beam (2) and chosen porous-stone;
E, around the framework of artificial hillock inner skeleton, fill and water the seam rough concrete;
F, treat that column (3) intensity reaches and demarcate intensity more than 70%, the porous-stone of punchinging is worn chosen on outrigger (1), fill up substantial with cement mortar;
G, laying profiling design, it is characterized in that the framework of described artificial hillock inner skeleton adopts the column (3) of prefabricated crossbeam (2), prefabricated outrigger (1) and on-the-spot ramming to water and smashes moulding, described porous-stone is got shape by design, punching, the size in its hole and outrigger size adapt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN91106630A CN1038994C (en) | 1991-02-07 | 1991-02-07 | Construction method of rockery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN91106630A CN1038994C (en) | 1991-02-07 | 1991-02-07 | Construction method of rockery |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1063842A CN1063842A (en) | 1992-08-26 |
| CN1038994C true CN1038994C (en) | 1998-07-08 |
Family
ID=4908022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN91106630A Expired - Fee Related CN1038994C (en) | 1991-02-07 | 1991-02-07 | Construction method of rockery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1038994C (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1143713A (en) * | 1996-06-28 | 1997-02-26 | 李状冀 | Method for making artificial karst cave |
| CN100999172B (en) * | 2006-12-27 | 2010-05-19 | 上海市城市建设设计研究院 | Construction method of artificial landscape mountain |
| CN102343760A (en) * | 2010-07-30 | 2012-02-08 | 黄华军 | Method for manufacturing rockery from low alkalinity glass fiber cement through stone shaping |
| CN106626945A (en) * | 2016-12-28 | 2017-05-10 | 苏州园林发展股份有限公司 | Anti-seismic rockery construction method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1038978A (en) * | 1988-06-29 | 1990-01-24 | 张孟祥 | Artificial hillock manufacture craft and goods |
| CN1044433A (en) * | 1989-01-26 | 1990-08-08 | 李孝林 | Fibre reinforced mud carvings and manufacturing process thereof |
-
1991
- 1991-02-07 CN CN91106630A patent/CN1038994C/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1038978A (en) * | 1988-06-29 | 1990-01-24 | 张孟祥 | Artificial hillock manufacture craft and goods |
| CN1044433A (en) * | 1989-01-26 | 1990-08-08 | 李孝林 | Fibre reinforced mud carvings and manufacturing process thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1063842A (en) | 1992-08-26 |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |