CN204876140U - Garden builds that stone material bears down on one prevents accumulation of salt in surface soil structure - Google Patents
Garden builds that stone material bears down on one prevents accumulation of salt in surface soil structure Download PDFInfo
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- CN204876140U CN204876140U CN201520555408.5U CN201520555408U CN204876140U CN 204876140 U CN204876140 U CN 204876140U CN 201520555408 U CN201520555408 U CN 201520555408U CN 204876140 U CN204876140 U CN 204876140U
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Abstract
The utility model discloses a garden builds that stone material bears down on one prevents accumulation of salt in surface soil structure, structural layer and the screed -coat of setting in the structural layer side including perpendicular to base face, the top surface of structural layer and screed -coat is equipped with cement base layer, dry mortar layer, tie coat and coping stone from inside to outside in proper order, the side of cement base layer, dry mortar layer and tie coat three -layer with screed -coat side parallel and level, coping stone extend the side of screed -coat, the surface of screed -coat is equipped with waterproof layer, cement anchor coat and finish coat from inside to outside in proper order, the waterproof layer extend to the top and cover the bottom surface of coping stone, cement anchor coat and finish coat respectively to the top extend to its top surface with the waterproof layer paste mutually. The utility model discloses cut off the way that the secondary water got into the dry cement mortar layer in bearing down on one completely, thoroughly stopped bear down on one accumulation of salt in the surface soil phenomenon of stone material.
Description
[technical field]
The utility model relates to a kind of garden and builds the anti-accumulation of salt in the surface soil structure that stone material bears down on one, and belongs to landscape hardwork technical field.
[background technology]
Along with the quickening of urban landscape construction process, the exterior decoration of gardens hard soil lanscape trends towards fine fitment, especially high-grade community, hotel and important municipal garden landscape engineering, not only require meticulous to detailed trimming, and the stone facing accumulation of salt in the surface soil can not appear in requirement without exception.But the persistent ailment that facing accumulation of salt in the surface soil problem is puzzlement industry is built in garden, position of especially bearing down on one always.The accumulation of salt in the surface soil not only affects impression quality, further increase that finish material comes off, hollowing, damage risk.
For increasing globality and aesthetic property, garden is built body of wall and is generally adopted stone material coping structure.The Normal practice that stone material bears down on one is: after facade paving is solidified, and fills 1:3 dry cement mortar at deck to facade crown level place, then to bear down on one stone material with plain-water slurry paving.For there being bearing down on one of anti-accumulation of salt in the surface soil requirement, conventional method is at the levelling rear brushing waterproofing materials of deck facade, this method construction is convenient, but bear down on one stone material and facade intersection and two pieces bear down on one and are very easily subject to the invasion of secondary water between stone material, moisture takes saline and alkaline in dry cement mortar and deck out of, can not solve accumulation of salt in the surface soil problem.
[utility model content]
The utility model object is the defect in order to overcome prior art, provide a kind of prevent from secondary water from entering bearing down on one in dry cement sand bed, the anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in the garden of thoroughly stopping accumulation of salt in the surface soil phenomenon.
The utility model for achieving the above object, by the following technical solutions:
The anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a kind of garden, it is characterized in that comprising the deck perpendicular to basal plane and the leveling layer being arranged on deck side, the end face of described deck and leveling layer is provided with cement pedestal layer from inside to outside successively, dry mortar layer, tack coat and coping stone, described cement pedestal layer, dry mortar layer is concordant with described leveling layer side with the side of tack coat three layers, described coping stone extends the side of described leveling layer, the external surface of described leveling layer is provided with waterproofing course from inside to outside successively, cement setting course and finish coat, described waterproofing course extends to top and covers the bottom surface of described coping stone, described cement setting course and finish coat extend to its end face respectively to top and described waterproofing course is affixed.
The anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a kind of garden as above, it is characterized in that described cement pedestal layer is the concave shape structure that end face caves in, the thickness of described cement pedestal layer is 10 ~ 20mm, and what described dry mortar layer mated covers described cement pedestal layer end face.
The anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a kind of garden as above, and it is characterized in that described tack coat is ceramic tile glue-line, thickness is 10 ~ 20mm.
The anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a kind of garden as above, and it is characterized in that described cement setting course is plain-water slurry tack coat, thickness is no less than 20mm.
The utility model compared with the prior art, has the following advantages:
The utility model has cut off the approach that secondary water enters the dry cement sand bed in bearing down on one completely, thoroughly stops stone material and to bear down on one accumulation of salt in the surface soil phenomenon.
[accompanying drawing explanation]
Fig. 1 is stereochemical structure partial cutaway schematic view of the present utility model;
Fig. 2 is the A place enlarged drawing of Fig. 1.
[detailed description of the invention]
Below in conjunction with specific embodiment, the utility model is described further:
As shown in Figure 1-2, the anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a kind of garden, comprise the deck 1 perpendicular to basal plane and the leveling layer 2 being arranged on deck 1 side, the either flush of deck 1 and leveling layer 2, the two end face is provided with cement pedestal layer 3 from inside to outside successively, dry mortar layer 4, tack coat 5 and coping stone 6, cement pedestal layer 3, dry mortar layer 4 is concordant with leveling layer 2 side with the side of tack coat 5 three layers, coping stone 6 extends the side of leveling layer 2, waterproofing course 7 is provided with successively from inside to outside at the external surface of leveling layer 2, cement setting course 8 and finish coat 9, waterproofing course 7 extends to top and covers the bottom surface of coping stone 6, cement setting course 8 and finish coat 9 extend to its end face respectively to top and waterproofing course 7 is affixed.
Leveling layer 2 can be arranged on the two sides of deck 1, may also be three sides, if deck 1 is along wall vertically-arranged, just arranges two sides, as shown in Figure 1.
Leveling layer 2 is cement mortar, and thickness is greater than 20mm, plays levelling effect.
The concave shape structure that cement pedestal layer 3 wherein caves in for end face, moulding by cement mortar scene, thickness is 10 ~ 20mm, this thickness be lowermost end to most significant end thickness, for fixing dry mortar layer 4, dry mortar layer 4 mate cover described cement pedestal layer 3 end face, dry mortar layer 4 is the mixture of cement, sand and a small amount of water, thickness is generally more than 20mm, and structure easily adjusts, and is convenient to coping stone 6 levelling.
Preferably, tack coat 5 is ceramic tile glue-line, and thickness is 10 ~ 20mm, and it has, and adhesion stress is strong, and shrinkage factor is little, the feature that water absorption rate is low, effectively the invasion of opposing secondary water, and self not easily accumulation of salt in the surface soil.
Waterproofing course 7 in the utility model is water-repellent paint brushing three times, preferred K11 water-repellent paint, often all between interval must not be less than 2h.Because waterproofing course 7 is brushed in leveling layer 2, the cement pedestal layer 3 exposed, the dry cement sand bed 4 exposed, the tack coat 5 exposed and coping stone 6 bottom surface of exposing, form integral waterproofing structure, cut off the approach that moisture enters completely.
Preferably, cement setting course 8 is plain-water slurry tack coat, and thickness is no less than 20m, can in conjunction with finish coat 9 and waterproofing course 7.
Coping stone 6 in the utility model is preferably granite or marble, and density is high, and water absorption rate is low.
Deck 1 in the utility model is masonry structure or concrete structure, has higher-strength.
The utility model is analyzed intuitively, from vertical direction, be followed successively by coping stone 6 from top to bottom, tack coat 5, dry mortar layer 4, cement pedestal layer 3, deck 1, from horizontal direction, see from inside to outside, deck 1, leveling layer 2, waterproofing course 7, cement setting course 8 and finish coat 9, the end face of cement pedestal layer 3 covered structure layer 1 and leveling layer 2, leveling layer 2 side, cement pedestal layer 3 side, dry mortar layer 4 side is concordant with tack coat 5 lateral vertical, waterproofing course 7 covers these sides, and extend the part covering coping stone 6 and exceed tack coat 5, namely cover cement setting course 8 end face and finish coat 9 end face simultaneously.
Sequence of construction of the present utility model is: first complete deck 1, at its elevation construction leveling layer 2 after deck 1 hardens, leveling layer 2 moulds the cement pedestal layer 3 of concave shape above deck 1 after hardening, cement pedestal layer 3 lays dry cement sand bed 4 after hardening above it, then smear tack coat 5 at coping stone 6 back side and be laid on above dry cement sand bed 4, at leveling layer 2 after tack coat 5 hardens, the cement pedestal layer 3 exposed, the dry cement sand bed 4 exposed, the tack coat 5 exposed and the coping stone 6 bottom surface brushing waterproofing course 7 exposed, to bond finish coat 9 with cement setting course 8 after waterproofing course 7 drying.
Claims (4)
1. the anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a garden, it is characterized in that: comprise perpendicular to basal plane deck (1) and be arranged on the leveling layer (2) of deck (1) side, the end face of described deck (1) and leveling layer (2) is provided with cement pedestal layer (3) from inside to outside successively, dry mortar layer (4), tack coat (5) and coping stone (6), described cement pedestal layer (3), dry mortar layer (4) is concordant with described leveling layer (2) side with the side of tack coat (5) three layers, described coping stone (6) extends the side of described leveling layer (2), the external surface of described leveling layer (2) is provided with waterproofing course (7) from inside to outside successively, cement setting course (8) and finish coat (9), described waterproofing course (7) extends to top and covers the bottom surface of described coping stone (6), described cement setting course (8) and finish coat (9) extend to its end face respectively to top and described waterproofing course (7) is affixed.
2. the anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a kind of garden according to claim 1, it is characterized in that the concave shape structure that described cement pedestal layer (3) caves in for end face, the thickness of described cement pedestal layer (3) is 10 ~ 20mm, and what described dry mortar layer (4) mated covers described cement pedestal layer (3) end face.
3. the anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a kind of garden according to claim 1, and it is characterized in that described tack coat (5) is ceramic tile glue-line, thickness is 10 ~ 20mm.
4. the anti-accumulation of salt in the surface soil structure that stone material bears down on one is built in a kind of garden according to claim 1, and it is characterized in that described cement setting course (8) is plain-water slurry tack coat, thickness is no less than 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520555408.5U CN204876140U (en) | 2015-07-28 | 2015-07-28 | Garden builds that stone material bears down on one prevents accumulation of salt in surface soil structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520555408.5U CN204876140U (en) | 2015-07-28 | 2015-07-28 | Garden builds that stone material bears down on one prevents accumulation of salt in surface soil structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204876140U true CN204876140U (en) | 2015-12-16 |
Family
ID=54820532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520555408.5U Expired - Fee Related CN204876140U (en) | 2015-07-28 | 2015-07-28 | Garden builds that stone material bears down on one prevents accumulation of salt in surface soil structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204876140U (en) |
-
2015
- 2015-07-28 CN CN201520555408.5U patent/CN204876140U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 528400 Guangdong Province, Zhongshan City Xiaolan Town, Xinhua Road No. 120 building 11C Xiang Ming Patentee after: PALM ECO-TOWN DEVELOPMENT Co.,Ltd. Address before: 528400 Guangdong Province, Zhongshan City Xiaolan Town, Xinhua Road No. 120 building 11C Xiang Ming Patentee before: PALM LANDSCAPE ARCHITECTURE Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder |
Address after: Room 305, No. 136, Zhengkai Avenue, Zhengdong New District, Zhengzhou City, Henan Province Patentee after: PALM ECO-TOWN DEVELOPMENT Co.,Ltd. Address before: 528400 Xiang Ming building, No. 120 Xinhua Road, Xiaolan Town, Guangdong, Zhongshan province 11C Patentee before: PALM ECO-TOWN DEVELOPMENT Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151216 Termination date: 20210728 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |