CN203531260U - Inverted Planting Roof Structure - Google Patents
Inverted Planting Roof Structure Download PDFInfo
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- CN203531260U CN203531260U CN201320523795.5U CN201320523795U CN203531260U CN 203531260 U CN203531260 U CN 203531260U CN 201320523795 U CN201320523795 U CN 201320523795U CN 203531260 U CN203531260 U CN 203531260U
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- waterproofing course
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- 239000010410 layer Substances 0.000 claims abstract description 73
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 20
- 239000004746 geotextile Substances 0.000 claims abstract description 19
- 239000002689 soil Substances 0.000 claims abstract description 17
- 239000011241 protective layer Substances 0.000 claims abstract description 9
- 239000011083 cement mortar Substances 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims description 41
- 238000004078 waterproofing Methods 0.000 claims description 30
- 238000009413 insulation Methods 0.000 claims description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 238000001914 filtration Methods 0.000 claims description 13
- 239000010426 asphalt Substances 0.000 claims description 9
- 229920000728 polyester Polymers 0.000 claims description 6
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 3
- 239000002131 composite material Substances 0.000 claims description 3
- 229910052802 copper Inorganic materials 0.000 claims description 3
- 239000010949 copper Substances 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- 239000010881 fly ash Substances 0.000 claims description 3
- 229920000642 polymer Polymers 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 30
- 239000004567 concrete Substances 0.000 abstract description 7
- 238000004321 preservation Methods 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 9
- 239000004793 Polystyrene Substances 0.000 description 7
- 229920002223 polystyrene Polymers 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 239000004033 plastic Substances 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 239000004744 fabric Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 230000001680 brushing effect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000007943 implant Substances 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 238000009958 sewing Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000001143 conditioned effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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Classifications
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- 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
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- 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
- Cultivation Of Plants (AREA)
Abstract
The utility model provides a roofing structure is planted to inversion formula, includes reinforced concrete floor (1), screed-coat, waterproof layer, heat preservation (6), drainage blanket (8), filter layer and planting soil (11), its characterized in that: the structure is formed by tightly connecting the following layers from top to bottom in sequence: the concrete-filled steel reinforced concrete floor comprises a reinforced concrete floor (1), a slope finding layer (2), a cement mortar leveling layer (3), a base waterproof layer (4), a root thorn resistant waterproof layer (5), a heat preservation layer (6), a reinforced concrete protective layer (7), a drainage layer (8), a three-dimensional drainage net (9), a geotextile filter layer (10) and planting soil (11). The utility model discloses compare with traditional planting roofing structure, not only can satisfy the requirement of planting roofing structure construction quality, guarantee the engineering quality, but also improved the performance of planting the roofing, convenient construction shortens construction period, saves the labour, reduces construction cost.
Description
Technical field
The utility model relates to building roofing technical field, particularly a kind of inversion type planted roof structure.
Background technology
Tradition coiled material roofing heat-insulating layer operated by rotary motion is on waterproofing course, and respectively at vapour barrier and steam vent are set on leveling layer and insulation layer, this kind of cloth deposits waterproofing course and directly contacts atmosphere, easily produce stretcher strain, application life is shorter, in addition, the engineering quantity that drain hole arranges is large, construction is complicated, and human cost is larger, but also affects roofing good looking appearance.
The planted roof occurring in the recent period belongs to green roof, and the advantage such as have green energy conservation, low-carbon environment-friendly, beautify the environment, for promoting that the development of green building, ecotecture, energy saving building technology is significant.Under low-carbon economy pattern; protection of the environment; green building; reduce urban heat land effect; for applying of green roof provides development opportunity; the planted roof that exploitation is applicable to region characteristic is the needs of Building technology development, significant for green, low-carbon (LC), saving construction, has wide market application foreground.
Inversion type planted roof is contrary with traditional planted roof structure, insulation layer be not provided in a side of coil waterproof layer below, and be provided in a side of coil waterproof layer above, the subject matter that inversion type planted roof faces at present, comprise the heat insulation technical measures of roof waterproof comprehensive technical measure, Xia Redong cryogenic region roof heat insulation, implant system key technology of roofing etc., both relate to planted roof and constructed structure and the layout of level, related to again the selection and operation technology of layers of material.
Utility model content
The utility model provides a kind of inversion type planted roof structure, by meticulous selection and layout to planted roof structure level and layers of material, solve the heat insulation technical measures of the roof waterproof comprehensive technical measure, the Xia Redong cryogenic region roof heat insulation that run in current inversion type planted roof technology, the problems such as implant system key technology of roofing.
For achieving the above object, this uses the following technical scheme of novel employing:
A kind of inversion type planted roof structure; comprise reinforced concrete floor, leveling layer, waterproofing course, insulation layer, drainage blanket, filtration beds and planting soil, it is characterized in that: its structure forms from top to bottom and by following layer, closely connected successively: reinforced concrete floor, sloping layer, cement mortar screeding layer, basic unit's waterproofing course, the waterproofing course of resistance to root thorn, insulation layer, reinforced concrete protective layer, drainage blanket, three-dimensional water discharge net, geotextiles filtration beds and planting soil.
Described sloping layer material can be cement, flyash or haydites of book structure.
Described basic unit waterproofing course can be SBS polyester blank modified asphalt waterproof coiled material or self-adhering-type polymer modified bituminous waterproof sheet material.
The described waterproofing course of resistance to root thorn can be SBS copper composite tyre base modified asphalt waterproof coiled material or long polyester fiber and modified asphalt waterproof roll.
Described insulation layer can be extruded polystyrene board or the polystyrene block of low water absorption.
The utility model increases one deck three-dimensional water discharge net between drainage blanket and geotextiles, and the rib that top-bottom cross is arranged forms to support and prevents that geotextiles from embedding band drain, forms and improve effective drainage system; Waterproofing course divides basic unit's waterproofing course and the waterproofing course of resistance to root thorn, adapts to planted roof structure; What insulation layer adopted is extruded polystyrene board or the polystyrene block of low water absorption, and on this insulation layer, does the thick armored concrete of 80mm and do rigid course; This utility model not only can meet requirement, the assurance workmanship of planted roof structure construction quality, but also has improved the performance of planted roof, and convenient construction, shortens the construction period, saves labour, reduces construction cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Reference numeral
:1-reinforced concrete floor, 2-sloping layer, 3-cement mortar screeding layer, 4-basic unit waterproofing course, the 5-waterproofing course of resistance to root thorn, 6-insulation layer, 7-reinforced concrete protective layer, 8-drainage blanket, 9-three-dimensional water discharge net, 10-geotextiles filtration beds, 11-planting soil, 12, vegetation.
The specific embodiment
As shown in Figure 1, a kind of inversion type planted roof structure, comprise reinforced concrete floor 1, leveling layer, waterproofing course, insulation layer 6, drainage blanket 8, filtration beds and planting soil 11, it is characterized in that: its structure forms from top to bottom and by following layer, closely connected successively: reinforced concrete floor 1, sloping layer 2, cement mortar screeding layer 3, basic unit's waterproofing course 4, the waterproofing course of resistance to root thorn 5, insulation layer 6, reinforced concrete protective layer 7, drainage blanket 8, three-dimensional water discharge net 9, geotextiles filtration beds 10 and planting soil 11; Sloping layer 2 materials are cement, flyash or haydites of book structure; Described basic unit waterproofing course 4 is SBS polyester blank modified asphalt waterproof coiled material or the self-adhering-type polymer modified bituminous waterproof sheet material that 3mm is thick; The described waterproofing course of resistance to root thorn 5 is SBS copper composite tyre base modified asphalt waterproof coiled material or the long polyester fiber and modified asphalt waterproof roll that 4mm is thick; Extruded polystyrene board or polystyrene block that described insulation layer 6 is low water absorption; Described reinforced concrete protective layer 7 for 80mm is thick, in the C20 commercial concrete of arrangement of reinforcement Φ 8@200 reinforced mesh; Drainage blanket 8 materials adopt the concave-convex type plastic draining board of compressive strength >=320kPa; Three-dimensional water discharge net 9 adopts the thick plastic three-dimensional drainage network of 5mm; Described geotextiles filtration beds 10 filtration beds materials adopt the non-woven geotextile of density 200 g/ ㎡～400g/ ㎡.
The working procedure of this inversion type planted roof structure is: the sloping layer 2 construction → cement mortar screeding layer 3 construction → basic unit's waterproofing course 4 construction → construction of waterproof layer of resistance to root thorn 5 → insulation layer 6 construction → reinforced concrete protective layer 7 construction → drainage blanket 8 construction → three-dimensional water discharge net 9 construction → geotextiles filtration beds 10 construction → planting soil 11 backfill.Be that inverted roof structure structure is first on reinforced concrete floor face 1, to lay sloping layer 2, on sloping layer 2, lay cement mortar screeding layer 3, on cement mortar screeding layer 3, lay basic unit's waterproofing course 4, on basic unit's waterproofing course 4, lay the waterproofing course of resistance to root thorn 5, the waterproofing course of resistance to root thorn 5 is laid insulation layer 6 above, on insulation layer 6, build reinforced concrete protective layer 7, on reinforced concrete protective layer 7, lay drainage blanket 8, on drainage blanket 8, lay three-dimensional water discharge net 9, at three-dimensional water discharge net 9 upper berth geotextiles filtration bedss 10, at geotextiles filtration beds 10 upper berth planting soils 11, finally for 12 kinds, vegetation is planted.
Described sloping layer 2 construction technology processes: surrounding snap the line look for slope → base treatment → do absolute altitude pier look for slope → vertical dividing joint template → layings haydite concrete → roll extrusion closely knit → bat limit finishing → maintenance → filleting.Sloping layer when construction, at parapet and other, protrude on the body of wall, pipeline of roofing and eject horizontal absolute altitude line and control line on sloping layer.While doing sloping layer on deck, first that the loosening junk cleaning of deck upper surface is clean.According to slope requirement, slope is looked in bracing wire, by 2m, pastes some absolute altitude.Paving is smeared while looking for slope haydite concrete, first presses current direction with spacing 2m floating screed, and leveling layer dividing joint is set, and width is 20mm, and will stitch with sloping layer and be communicated with, and dividing joint maximum spacing is 6m.At roof panel support end place, roofing turning point, with the junction of outstanding roof structure, dividing joint is set.Dividing joint spacing 6m, the dividing joint degree of depth is not less than 2/3 of concrete thickness.Shape wide at the top and narrow at the bottom is made in dividing joint cross section, adopts batten to do a minute grid template, and want accurately dividing joint template installation site, and draws logical line to look for directly, fix, and guarantees smooth vertical and horizontally, must not damage the concrete at dividing joint place during bar.By quincunx staggering, fill in barn again, guarantee that corner is neat.
The construction technology process of 4 constructions of described basic unit waterproofing course and the construction of waterproof layer of resistance to root thorn 5: base cleaning → brushing base treatment agent → extra play construction → first floor basic unit waterproof roll paving → coiled material is received the head bonding → coiled material joint sealing → second layer installation of membrane of resistance to root thorn → coiled material and received head bonding → coiled material joint sealing → retaining test.Before waterproofing course paves, first that leveling layer 3 base cleanings are clean, Bing basic unit brushing coating polyurethane primer.Meanwhile, at roofing detail structure position, as gutter, eaves gutter, negative and positive angle, pipe root, Shui Luokou, deformation joint etc., must first do extra play, paving one deck synthetic polymeric waterproofing material, width is not less than 300mm.After the glue substantially dry that coiled material and basic unit have been coated with, carry out installation of membrane: the parallel ridge of coiled material is from up paving of cornice, two-way drain slope coiled material lapping acts in accordance with current direction, the lap width of long limit and termination, completely sticky method is 80mm, and termination meets the stubble 250mm that will stagger.Coiled material should, from the descending of drain slope, eject reference line paving by coiled material specification, and make the length of coiled material to vertical with flowing water slope aspect.Notice that coiled material preparation should reduce the joint at place, negative and positive angle.The coiled material that paving plane is connected with facade, should carry out from bottom to top, makes coiled material be close to negative and positive angle, can not draw to obtain tension, and must not have the phenomenons such as fold, hollowing while sprawling to coiled material.The large face coiled material of lamination paving, should stagger and be not less than 500mm with the adjacent two width coiled material minor face of layer, and the long edge lap seam of levels coiled material should stagger, and cuts and is not less than 1/3 of fabric width.When coiled material end is received, should guarantee bonding firmly, and use metal bead fixation, then after using sealing compound tight-closed.After coil waterproof layer construction, through subsurface work acceptance, confirm that way meets designing requirement, should do retaining test, generally carry out after the rain or after lasting trickle 2h, confirm non-leakage water, can construction waterproof layer topping.
Described insulation layer 6 constructions adopt unit weight>=40kg/m
350 thick extruded polystyrene boards carry out tongue and groove splicing.Press design grade and current direction, find out roof pitch trend, determine the thickness range of insulation layer.Wear the pipe root of structure before insulation layer construction, application pea gravel concreten plug is stifled closely knit.Dry bed board block insulation layer: the two adjacent edges of boards thickness in surface should be consistent.
Described drainage blanket 8 adopts the concave-convex type plastic draining board of compressive strength >=320kPa, adopts overlapping mode splicing, and during overlap joint, adjacent row's salient point of adjacent two sheet materials buckles into adjacent row's concave point.By design grade and current direction, lay.As be single function of planting, when only having draining or only having water storage function, select the sheet material that one side is recessed or one side is protruding, during laying, as while be band drain, convex surface is laying upwards; As while being water storage board, concave upright laying.As while having water draining and accumulating function concurrently, need select two-sidedly by concavo-convex sheet material, during laying, two sides can be laid arbitrarily.
The material of described three-dimensional water discharge net 9 adopts the thick plastic three-dimensional of 5mm drainage network, adopts overlapping mode splicing, and lap width is not less than 30mm.
The material of described geotextiles filtration beds 10 adopts the non-woven geotextile of density 200 g/ ㎡～400g/ ㎡, with manually rolling paving; Cloth cover is smooth, and suitably leaves distortion allowance.Geotextiles adopts the mode of sewing up to splice.All stitchings must be carried out continuously, and suture must overlapping minimum 150mm.Minimum suture needle is at least 25mm apart from selvedge.For the line sewed up, should be some strength, and have with geotextiles quite or the resist chemical exceeding and anti-uv-ray.Any " dropped stitch " in the geotextiles of sewing it up must sew up again in affected place.While adopting overlap joint, lap length is not less than 200mm, must take appropriate measures and avoid after installation, and soil, particulate matter or foreign substance enter geotextiles.When geotextiles is received, need be bonding firmly with glue with structure wall along rolling up on the outstanding roof structure bodies of wall such as parapet, gable after certain altitude, above return and be highly not less than the above 250mm of roofing finished surface.
The construction of described planting soil 11 should adopt artificial backfill method, answers compaction in layers during backfill.Planting soil should be selected rural area soil, conditioned soil or inorganic compounding planting soil.
Claims (4)
1. an inversion type planted roof structure, comprise reinforced concrete floor (1), leveling layer, waterproofing course, insulation layer (6), drainage blanket (8), filtration beds and planting soil (11), it is characterized in that: its structure forms from top to bottom and by following layer, closely connected successively: reinforced concrete floor (1), sloping layer (2), cement mortar screeding layer (3), basic unit's waterproofing course (4), the waterproofing course of resistance to root thorn (5), insulation layer (6), reinforced concrete protective layer (7), drainage blanket (8), three-dimensional water discharge net (9), geotextiles filtration beds (10) and planting soil (11).
2. inversion type planted roof structure according to claim 1, is characterized in that: described sloping layer (2) material is cement, flyash or haydites of book structure.
3. inversion type planted roof structure according to claim 1, is characterized in that: described basic unit waterproofing course (4) is SBS polyester blank modified asphalt waterproof coiled material or self-adhering-type polymer modified bituminous waterproof sheet material.
4. inversion type planted roof structure according to claim 1, is characterized in that: the described waterproofing course of resistance to root thorn (5) is SBS copper composite tyre base modified asphalt waterproof coiled material or long polyester fiber and modified asphalt waterproof roll.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320523795.5U CN203531260U (en) | 2013-08-27 | 2013-08-27 | Inverted Planting Roof Structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320523795.5U CN203531260U (en) | 2013-08-27 | 2013-08-27 | Inverted Planting Roof Structure |
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| Publication Number | Publication Date |
|---|---|
| CN203531260U true CN203531260U (en) | 2014-04-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201320523795.5U Expired - Fee Related CN203531260U (en) | 2013-08-27 | 2013-08-27 | Inverted Planting Roof Structure |
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| Country | Link |
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| CN (1) | CN203531260U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652716A (en) * | 2015-02-03 | 2015-05-27 | 成龙建设集团有限公司 | Heat-insulating and waterproof system of planted roof and construction method thereof |
| CN104831873A (en) * | 2015-04-23 | 2015-08-12 | 江西师范大学 | Compound drainage intelligence inversion formula rigid roof that holds |
| CN105672585A (en) * | 2016-01-18 | 2016-06-15 | 李东安 | Construction method for conducting water diversion and water proofing on roof planting carpet type plants |
| CN105888146A (en) * | 2016-04-27 | 2016-08-24 | 苏州市德威防水科技有限公司 | Waterproof and heat-insulation structure of planting top plate |
| CN105888145A (en) * | 2016-04-27 | 2016-08-24 | 苏州市德威防水科技有限公司 | Planting deck waterproof structure |
| CN106884508A (en) * | 2017-04-15 | 2017-06-23 | 苏州中海建筑设计有限公司 | A kind of ecological grassplot that reutilization system is collected with siphon drainage |
| CN107938954A (en) * | 2017-11-17 | 2018-04-20 | 山东省金帅防水材料有限公司 | A kind of planted roof root-resistant puncturing composite waterproof system |
| CN109944398A (en) * | 2019-04-26 | 2019-06-28 | 中国建筑第五工程局有限公司 | Plant vegetation roof waterproof construction and construction method |
| CN111677197A (en) * | 2020-05-11 | 2020-09-18 | 广西建工集团建筑工程总承包有限公司 | Planted roof and construction method thereof |
| CN112854618A (en) * | 2021-01-07 | 2021-05-28 | 湖南尔旭新材料有限公司 | Roof planting system and construction method thereof |
| CN114775931A (en) * | 2022-06-01 | 2022-07-22 | 中铁十七局集团建筑工程有限公司 | Green energy-saving roof and construction method thereof |
| CN115717456A (en) * | 2022-12-09 | 2023-02-28 | 中建八局第二建设有限公司 | Greening construction method for high-soil-coverage roof |
| CN117027295A (en) * | 2023-08-11 | 2023-11-10 | 广州机施建设集团有限公司 | Roof playground structure and construction method |
-
2013
- 2013-08-27 CN CN201320523795.5U patent/CN203531260U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652716A (en) * | 2015-02-03 | 2015-05-27 | 成龙建设集团有限公司 | Heat-insulating and waterproof system of planted roof and construction method thereof |
| CN104831873A (en) * | 2015-04-23 | 2015-08-12 | 江西师范大学 | Compound drainage intelligence inversion formula rigid roof that holds |
| CN105672585A (en) * | 2016-01-18 | 2016-06-15 | 李东安 | Construction method for conducting water diversion and water proofing on roof planting carpet type plants |
| CN105888146A (en) * | 2016-04-27 | 2016-08-24 | 苏州市德威防水科技有限公司 | Waterproof and heat-insulation structure of planting top plate |
| CN105888145A (en) * | 2016-04-27 | 2016-08-24 | 苏州市德威防水科技有限公司 | Planting deck waterproof structure |
| CN106884508A (en) * | 2017-04-15 | 2017-06-23 | 苏州中海建筑设计有限公司 | A kind of ecological grassplot that reutilization system is collected with siphon drainage |
| CN107938954A (en) * | 2017-11-17 | 2018-04-20 | 山东省金帅防水材料有限公司 | A kind of planted roof root-resistant puncturing composite waterproof system |
| CN109944398A (en) * | 2019-04-26 | 2019-06-28 | 中国建筑第五工程局有限公司 | Plant vegetation roof waterproof construction and construction method |
| CN111677197A (en) * | 2020-05-11 | 2020-09-18 | 广西建工集团建筑工程总承包有限公司 | Planted roof and construction method thereof |
| CN112854618A (en) * | 2021-01-07 | 2021-05-28 | 湖南尔旭新材料有限公司 | Roof planting system and construction method thereof |
| CN114775931A (en) * | 2022-06-01 | 2022-07-22 | 中铁十七局集团建筑工程有限公司 | Green energy-saving roof and construction method thereof |
| CN115717456A (en) * | 2022-12-09 | 2023-02-28 | 中建八局第二建设有限公司 | Greening construction method for high-soil-coverage roof |
| CN117027295A (en) * | 2023-08-11 | 2023-11-10 | 广州机施建设集团有限公司 | Roof playground structure and construction method |
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