CN107313542A - A kind of slope planted roof construction and building method - Google Patents
A kind of slope planted roof construction and building method Download PDFInfo
- Publication number
- CN107313542A CN107313542A CN201610269844.5A CN201610269844A CN107313542A CN 107313542 A CN107313542 A CN 107313542A CN 201610269844 A CN201610269844 A CN 201610269844A CN 107313542 A CN107313542 A CN 107313542A
- Authority
- CN
- China
- Prior art keywords
- reinforcement
- slope
- roof
- arrangement
- planted
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 238000000034 method Methods 0.000 title claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims abstract description 35
- 239000002689 soil Substances 0.000 claims abstract description 14
- 239000011414 polymer cement Substances 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 7
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 5
- 238000004078 waterproofing Methods 0.000 claims abstract description 4
- 230000006835 compression Effects 0.000 claims abstract description 3
- 238000007906 compression Methods 0.000 claims abstract description 3
- 230000007306 turnover Effects 0.000 claims description 8
- 230000002146 bilateral effect Effects 0.000 claims description 3
- 238000005336 cracking Methods 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 3
- 238000002425 crystallisation Methods 0.000 claims description 2
- 230000008025 crystallization Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004873 anchoring Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 12
- 239000011241 protective layer Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000004227 thermal cracking Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
- E04D11/02—Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/254—Roof garden systems; Roof coverings with high solar reflectance
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
- Y02B80/32—Roof garden systems
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of slope planted roof construction and building method, belong to technical field of buildings, comprising:Double-deck arrangement of reinforcement pours the thick inclined slope roofs of 200 250mm, while pouring for the anti-bank of the transverse direction of earth-retaining, pours in concrete mixed with penetrant crystalline admixture;After certain curing time compression polymer cement waterproofing mortar layer is smeared in inclined slope roof;Soil layer is planted in laying on Polymer cement materials layer.The present invention uses main body single ply roofing structure, and roof structure is succinct, water resistance is good, the problem of conveniently solving the difficult setting of pavement present in prior art, the anchoring installation difficulty of other component and fittings.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of slope planted roof construction and structure
Make method.
Background technology
Pitched roof waterproof layer is generally flexible web or coating, and thin soil typically there is provision of protective layer,
The fine-stone concrete protection of arrangement of reinforcement is put on protective layer.
The shallow soil plantation in slope, is usually taken special mesh plate and is solid on concrete cover, with only soil
Glide.
Big slope, thick soil of planting should then set anti-bank earth-retaining.The existing anti-bank that construction standards are provided is set
Meter, or nowhere taking root, or causing waterproof layer to be forced to turn over bank cladding, locally loses protection,
The problem of bringing is more than the problem of solving.
In addition, the big slope of prior art, the thick pavement for planting the setting of earth house face, non-general pavement.
The pavement and the anti-bank of earth-retaining, traditional pitched roof construction tied up in knots of sandwich cake formula, more to section
Point design brings the difficulty for being difficult to overcome.
The content of the invention
The present invention provides a kind of slope planted roof construction and building method, it is intended to solve existing skill
In art, challenge and make slope pavement be difficult to set that big slope flexible water structure is present
Put problem.
To realize object above, the present invention provides a kind of slope planted roof building method, comprising:
Double-deck arrangement of reinforcement pours the thick inclined slope roofs of 200-250mm, while pouring the horizontal stroke for earth-retaining
To anti-bank, pour in concrete mixed with penetrant crystalline admixture;
After certain curing time compression polymer cement waterproofing mortar layer is smeared in inclined slope roof;
Soil layer is planted in laying on Polymer cement materials layer.
Wherein, poured while the inclined slope roof is poured and beam is turned on longitudinal direction, turned on the longitudinal direction
Beam respectively sets one or more with laterally anti-bank, the anti-bank or on turn over pavement be set on beam
Device.
Wherein, the double-deck arrangement of reinforcement includes upper strata arrangement of reinforcement and lower floor's arrangement of reinforcement, and levels arrangement of reinforcement intersects
Two-way setting;The upper strata arrangement of reinforcement uses surrounding negative reinforcement and φ 3.8mm ,@75mm cracking resistance
Finished product reinforced mesh.
Wherein, the curing time is no less than 14 days.
Wherein, set on the inside of roofing and metallic insulation film is hanged in bilateral wind.
Wherein, the penetrant crystalline admixture is blended according to 1.2kg/ ㎡.
And there is provided a kind of slope planted roof construction, include slope concrete roof, the slope
Double-deck arrangement of reinforcement is poured in the thickness 200-250mm of concrete roof, concrete roof, the concrete roof is poured
Concrete in mixed with penetrant crystalline admixture;Each horizontal stroke of at least one is poured on the concrete roof simultaneously
Beam is turned on to anti-bank and longitudinal direction;Concrete roof upper strata set dry-mixed Polymer cement materials layer with
And plant soil layer.
Wherein, the penetrant crystalline admixture is blended according to 1.2kg/ ㎡.
Wherein, the double-deck arrangement of reinforcement includes upper strata arrangement of reinforcement and lower floor's arrangement of reinforcement, and levels arrangement of reinforcement intersects
Two-way setting;The upper strata arrangement of reinforcement is using surrounding negative reinforcement and φ 3.8mm ,@75mm finished product
Reinforced mesh.
Wherein, the anti-bank bottom is provided with discharge opening.
Slope planted roof construction and building method that the present invention is realized, using main body rigid waterproofing
Roof structure, roof structure is succinct, water resistance is good, convenient to solve present in prior art
The problem of pavement sets difficulty, the anchoring installation difficulty of other component and fittings.
Brief description of the drawings
Fig. 1 is the slope planted roof organigram that the present invention is provided.
1 | Inclined slope roof | 2 | Polymer cement materials layer |
3 | Plant soil layer | 4 | Anti- bank |
5 | On turn over beam |
Embodiment
, below will knot in order to be better understood upon the embodiment and implementation result of the present invention
Accompanying drawing is closed specifically to describe.
A kind of slope planted roof building method, as shown in figure 1, comprising:Double-deck arrangement of reinforcement is poured
Inclined slope roof 1 thick 200-250mm, while pouring for the anti-bank 4 of the transverse direction of earth-retaining and longitudinal direction
On turn over turned on beam 5, the anti-bank 4 of transverse direction and longitudinal direction beam 5 due to roofing while pour, with
Roofing formation unitary rigid structure, is easy to the installation of other auxiliary devices, pours in concrete mixed with oozing
Crystallization admixture, blends according to 1.2kg/ ㎡ ratio, reaches whole inclined slope roof good thoroughly
Good waterproof effect.The slope of roof is set according to actual needs, and the general gradient is bigger, and anti-bank is set
Put more, and plant native thicker, anti-bank height is higher.The gradient of inclined slope roof is more than 25 °
When, double-template should be used;Cope plate, which is opened, pours mouth, and position, which matches somebody with somebody to close, turns over beam, anti-bank arrangement,
But longitudinal direction is not more than 2000mm, is laterally not more than 1500mm.With pour with will pour mouth closing.
The lower floor's reinforcing bar and upper strata arrangement of reinforcement surrounding negative reinforcement of double-deck arrangement of reinforcement are pressed outside Structure Calculation, upper strata
Large area cracking resistance constructional reinforcement is finished product reinforced mesh φ 3.8mm, 75mm, two-way.
Roofing and anti-bank, on turn over after the intensity that requirement is reached after the completion of beam is poured, remove cope plate,
Paving hangs moisturizing blanket immediately, wet curing of sprinkling water, and keeps 14d, stops watering.Concrete still locates moist shape
State, but during without bright water, as shown in figure 1, smearing pressure Polymer Mortar or dry-mixed polymer cement
Waterproof mortar course 2, it is 3.0mm to smear pressure thickness.Then in the Polymer cement materials
Soil layer 3 is planted in laying on layer 2, and the soil layer 3 of planting is the cultivation box or kind for being provided with planting soil
Plate is planted, cultivation box, can be effective using abrupt slope special retaining cultivation box or retaining Planting board
Prevent that plant soil glides along inclined slope roof.
If earthing can not plant in time, reply roofing takes heat-insulated antifreezing measures, it is to avoid roofing is produced
Raw thermal cracking.For example cold district can use heat preservation system inside simultaneously;Hot-summer and cold-winter area,
Metallic insulation film construction can be hanged using interior set in bilateral wind.
Anti- bank or on turn over pavement device and safety guide rail be set on beam, convenient plantation
Safeguard.
Above by reference to the preferred embodiments of the present invention have been illustrated, not thereby limit to the present invention
Interest field.Those skilled in the art do not depart from times made in the scope of the present invention and essence
What modifications, equivalent substitutions and improvements, all should be within the interest field of the present invention.
Claims (10)
1. a kind of slope planted roof building method, it is characterised in that include:
Double-deck arrangement of reinforcement pours the thick inclined slope roofs of 200-250mm, while pouring the horizontal stroke for earth-retaining
To anti-bank, pour in concrete mixed with penetrant crystalline admixture;
After certain curing time compression polymer cement waterproofing mortar layer is smeared in inclined slope roof;
Soil layer is planted in laying on Polymer cement materials layer.
2. planted roof building method in slope according to claim 1, it is characterised in that:It is described
Poured while inclined slope roof is poured and beam is turned on longitudinal direction, beam is turned on the longitudinal direction and laterally anti-bank is each
One or more are set, the anti-bank or on turn over side walk device be set on beam.
3. planted roof building method in slope according to claim 1, it is characterised in that:It is described
Double-deck arrangement of reinforcement includes upper strata arrangement of reinforcement and lower floor's arrangement of reinforcement, and levels arrangement of reinforcement intersects two-way setting;It is described
Upper strata arrangement of reinforcement is using surrounding negative reinforcement and φ 3.8mm, 75mm finished product reinforced mesh.
4. planted roof building method in slope according to claim 1, it is characterised in that:It is described
Curing time is no less than 14 days.
5. planted roof building method in slope according to claim 1, it is characterised in that:Roofing
Inner side, which is set, hangs metallic insulation film in bilateral wind.
6. planted roof building method in slope according to claim 1, it is characterised in that:It is described
Penetrant crystalline admixture is blended according to 1.2kg/ ㎡.
7. a kind of slope planted roof construction, it is characterised in that:It is described oblique comprising slope concrete roof
The thickness of slope concrete roof is to pour double-deck arrangement of reinforcement in 200-250mm, concrete roof, pours the concrete
Mixed with penetrant crystalline admixture in the concrete of roofing;On the concrete roof simultaneously pour it is each at least one
The anti-bank of transverse direction and longitudinal direction on turn over beam;Concrete roof upper strata sets dry-mixed Polymer cement materials
Layer and plant soil layer.
8. planted roof construction in slope according to claim 7, it is characterised in that:It is described to ooze
Crystallization admixture is blended according to 1.2kg/ ㎡ thoroughly.
9. planted roof construction in slope according to claim 7, it is characterised in that:It is described double
Layer arrangement of reinforcement includes upper strata arrangement of reinforcement and lower floor's arrangement of reinforcement, and levels arrangement of reinforcement intersects two-way setting;On described
Layer arrangement of reinforcement is using surrounding negative reinforcement and φ 3.8mm, 75mm cracking resistance finished product reinforced mesh.
10. planted roof construction in slope according to claim 7, it is characterised in that:It is described anti-
Bank bottom is provided with discharge opening.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610269844.5A CN107313542A (en) | 2016-04-26 | 2016-04-26 | A kind of slope planted roof construction and building method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610269844.5A CN107313542A (en) | 2016-04-26 | 2016-04-26 | A kind of slope planted roof construction and building method |
Publications (1)
Publication Number | Publication Date |
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CN107313542A true CN107313542A (en) | 2017-11-03 |
Family
ID=60185594
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201610269844.5A Pending CN107313542A (en) | 2016-04-26 | 2016-04-26 | A kind of slope planted roof construction and building method |
Country Status (1)
Country | Link |
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CN (1) | CN107313542A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112065053A (en) * | 2020-08-31 | 2020-12-11 | 上海家树建筑工程有限公司 | Inclined roof double-side formwork concrete pouring and tamping construction process |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CZ282837B6 (en) * | 1991-01-11 | 1997-10-15 | Süba Cooperation Gesellschaft Für Bauforschung Bauentwicklung Und Franchising Mbh | Roof plate-like element for sloping roofs and process for producing thereof |
CN101922209A (en) * | 2010-06-29 | 2010-12-22 | 深圳大学 | A building roof with an air interlayer |
CN103774800A (en) * | 2013-12-06 | 2014-05-07 | 东莞市彩丽建筑维护技术有限公司 | Method for building ecological roof system and ecological roof system structure |
CN103953148A (en) * | 2014-04-25 | 2014-07-30 | 华南理工大学 | Large-space saddle-shaped overall greening roof system |
CN204691092U (en) * | 2015-02-09 | 2015-10-07 | 海南红杉科创实业有限公司 | Light roofing system |
-
2016
- 2016-04-26 CN CN201610269844.5A patent/CN107313542A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CZ282837B6 (en) * | 1991-01-11 | 1997-10-15 | Süba Cooperation Gesellschaft Für Bauforschung Bauentwicklung Und Franchising Mbh | Roof plate-like element for sloping roofs and process for producing thereof |
CN101922209A (en) * | 2010-06-29 | 2010-12-22 | 深圳大学 | A building roof with an air interlayer |
CN103774800A (en) * | 2013-12-06 | 2014-05-07 | 东莞市彩丽建筑维护技术有限公司 | Method for building ecological roof system and ecological roof system structure |
CN103953148A (en) * | 2014-04-25 | 2014-07-30 | 华南理工大学 | Large-space saddle-shaped overall greening roof system |
CN204691092U (en) * | 2015-02-09 | 2015-10-07 | 海南红杉科创实业有限公司 | Light roofing system |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112065053A (en) * | 2020-08-31 | 2020-12-11 | 上海家树建筑工程有限公司 | Inclined roof double-side formwork concrete pouring and tamping construction process |
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PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
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Application publication date: 20171103 |