CN107419855B - A kind of large-scale arbor implantation methods suitable on top plate of underground parking garage - Google Patents
A kind of large-scale arbor implantation methods suitable on top plate of underground parking garage Download PDFInfo
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- CN107419855B CN107419855B CN201710415992.8A CN201710415992A CN107419855B CN 107419855 B CN107419855 B CN 107419855B CN 201710415992 A CN201710415992 A CN 201710415992A CN 107419855 B CN107419855 B CN 107419855B
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- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000002513 implantation Methods 0.000 title claims abstract description 12
- 239000002689 soil Substances 0.000 claims abstract description 46
- 238000010276 construction Methods 0.000 claims abstract description 37
- 238000003475 lamination Methods 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 83
- 239000011241 protective layer Substances 0.000 claims description 6
- 239000011449 brick Substances 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 4
- 238000006073 displacement reaction Methods 0.000 claims description 4
- 230000001681 protective effect Effects 0.000 claims description 4
- 238000002955 isolation Methods 0.000 claims description 3
- 230000006378 damage Effects 0.000 abstract description 10
- 241000196324 Embryophyta Species 0.000 description 10
- 230000000694 effects Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241000209202 Bromus secalinus Species 0.000 description 1
- 241001282153 Scopelogadus mizolepis Species 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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)
- Cultivation Of Plants (AREA)
- Life Sciences & Earth Sciences (AREA)
- Botany (AREA)
- Environmental Sciences (AREA)
Abstract
The invention discloses a kind of large-scale arbor implantation methods suitable on top plate of underground parking garage, comprising the following steps: step 1: carrying out waterproof and anti-puncture construction；Step 2: backfill planting soil covering；Step 3: placing arbor on the planting soil, and the arbor is supported；Step 4: the region enclosed out using support device stacks firming bag, every lamination earth bag that stacks backfills one layer of planting soil, until designed elevation as boundary layer by layer；Step 5: withdrawing from or destroy firming bag since bottom, and carry out the back-filling in layers of planting soil.Method of the invention can effectively avoid puncturing destruction caused by layer to underground utilities and waterproof in planting process.
Description
Technical field
The present invention relates to arbor field of planting, and in particular to a kind of large-scale arbor plantation suitable on top plate of underground parking garage
Method.
Background technique
In large- and-medium size cities, expensive soil, extension parking stall quantity, many residential area construction are used to be efficient as far as possible
The basement of large area.In order to guarantee residential district rate, it usually needs after being covered on basement roof using backfill
Planting plants are to carry out landscape garden greening.Currently, the plantation for carrying out large-scale arbor on basement structure top plate includes following
Step: step 1: carrying out waterproof and anti-puncture construction as shown in Figure 1, carrying out waterproof and anti-puncture layer on basement structure top plate
Construction, to form waterproof roofing layer 2 from bottom to top above basement roof, cement mortar protective course 3, drainage blanket 4, be isolated
Filtering layer 5, anti-puncture layer 6 and protective layer 7.
Step 2: the covering of backfill planting soil uses minibul etc. according to the requirement of garden layout figure on protective layer 7
Machinery carries out the back-filling in layers and compacting of planting soil；Single backfills thickness and total backfill thickness is true according to specification and design requirement
Fixed, the general overall thickness that backfills is 1.0 meters to 1.5 meters.The production of gardens mima type microrelief is carried out according to design requirement after backfill.
Step 3: excavating arbor plantation hole and backfilling and tamping on the soil layer finished, positioned according to afforestation drawing
Unwrapping wire, and arbor plantation hole is excavated according to specification and design requirement.It is noted that mechanical and artificial combination during excavation
It uses, avoid excavating depth excessive to waterproof layer or puts root puncture layer and damage.Plantation hole, which cheats bottom, to be in anti-pot bottom-shape, with benefit
Later period draining.
Step 4: arbor specification, weight of the fixed arbor according to plan plantation select mechanical equipment appropriate or use
The method of artificial lift fortune is by the plantation hole that seedling transportation to excavation finishes and holds up fixation.
Step 5: backfill planting soil and be fixedly supported on arbor it is in place after, arbor plantation hole is returned using planting soil
The fixation filled out, and be supported according to design requirement.
In the actual construction process, it is found that there are the following problems for above-mentioned construction method:
(1) work such as later period arbor transport are interfered backfill larger: when backfill finishes and carries out the field planting of later period arbor,
Mechanical transport arbor, support, backfill planting soil etc. are often needed to use, since the self weight of mechanical equipment is larger, was easy to produce
Big pressure is easy to be deformed since compactness is not so good as natural subsidence soil after backfill earthen backfill, is formed to backfill small
Landform, which generates, to be destroyed or interferes, and also needs to carry out secondary backfill, wasting manpower and material resources after arbor field planting；
(2) excavate plantation hole to be easy to damage underground utilities: megaphanerophyte plantation generally in pipe engineering, is such as irrigated and is used
Waterpipe, landscaping equipment electricity consumption pipeline etc. carry out again after constructing.Depth of this kind of pipeline generally all in underground 30cm-50cm
Degree needs to excavate the backfill of this depth in carrying out megaphanerophyte planting process, if pipe engineering construction finishes
There are errors for the labeling position on construction drawing afterwards, easily generate to this kind of pipeline in megaphanerophyte plantation hole digging process broken
It is bad；
(3) it excavates plantation hole and is easily destroyed waterproof and anti-puncture construction: in plantation hole digging process, whether using machine
Tool is still excavated using manpower and is all easy to destroy the generations such as the anti-puncture layer and waterproof layer being arranged on basement roof；
(4) arbor Auxiliary support embedded depth is insufficient, and support effect is limited: to prevent, support embedded depth is excessive and causes
The destruction to waterproof layer and anti-puncture layer, the embedded depth of general arbor support is only 0.5 meter or so.In violent typhoon weather
Under be easy to appear since supporting depth is not enough and the case where cause arbor to be toppled over；
(5) backfill planting soil be also easy to produce defect: arbor field planting after the completion of, the planting soil soil amount of backfill is few, there is only with kind
It plants in hole, certain restrictions is generated to the late growth of arbor, prevents arbor from reaching optimal landscape effect.Further, since returning
The limitation of plantation hole crater wall during filling out, the compacting of planting soil has difficulties, easily settled during late maintaining, needs secondary benefit
Soil；
(6) Tree root system destructible waterproof and anti-puncture construction: with the growth of arbor, root system can easily be worn very much
Waterproof and anti-puncture construction are destroyed thoroughly, lead to waterproof and put the shortening for puncturing layer service life.
Summary of the invention
The purpose of the present invention is to provide a kind of large-scale arbor implantation methods suitable on top plate of underground parking garage, can
It effectively avoids puncturing destruction caused by layer to underground utilities and waterproof in planting process.
In order to achieve the above objectives, The technical solution adopted by the invention is as follows:
A kind of large-scale arbor implantation methods suitable on top plate of underground parking garage, it is characterised in that the following steps are included:
Step 1: carrying out waterproof and anti-puncture construction；
Step 2: backfill planting soil covering；
Step 3: placing arbor on the planting soil, and the arbor is supported；
Step 4: the region enclosed out using support device stacks firming bag as boundary layer by layer, every to stack a lamination
Earth bag backfills one layer of planting soil, until designed elevation；
Step 5: withdrawing from or destroy firming bag since bottom, and carry out the back-filling in layers of planting soil.
After waterproof and anti-puncture construction, whole planting soils are disposably backfilled with existing elder generation, then in the backfill kind
It plants and excavates kind of a plant hole on soil, the method for finally carrying out the field planting of arbor is different, and the present invention is first returned in waterproof and anti-puncture layer
The planting soil of a part is filled out, then directly the field planting of arbor is carried out in the top of the planting soil layer, is carried out again after field planting
The backfill of remaining planting soil.In other words, planting soil backfills in two batches in the present invention, without excavating plantation hole.Cause
This, implantation methods of the invention can be avoided effectively may be to underground utilities and water-proof anti-puncture layer institute in plantation hole mining process
Caused by destroy, also avoid in the prior art when carrying out the field planting arbor after backfill planting soil, arbor transportation machines to return
It bankets the extruding and destruction that may cause.
The present invention can also carry out following improve: in the step 1, terminate in the waterproof and anti-puncture construction
The construction of anti-puncture enhancement layer is carried out afterwards.
The purpose for puncturing enhancement layer, which is arranged, is to prevent the Tree root system growth of field planting from destroying anti-puncture layer and waterproof layer, from
And extend the service life of waterproof layer and anti-puncture layer.The area of anti-puncture enhancement layer is true according to kind, the specification of field planting arbor
It is fixed.According to the experience that arbor is planted, the growth scope of Tree root system and its hat width are almost the same；Therefore the anti-puncture enhancement layer
The hat width of area and field planting arbor is consistent.
Specifically, the anti-puncture enhancement layer is the brick layer that about two layers fissure of displacement is put.
The present invention can also be improved further below: after the anti-puncture enhancement layer construction, in institute
The anti-puncture enhancement layer surrounding stated carries out surrounding edge using firming bag, then carries out the step in the range of firming bag surrounds
2 plantation earthen backfill.
The firming bag number of plies that surrounding edge uses is determining according to the specification of firming bag, and generally 1~2 layer, it is preferable that firming bag
Top edge is higher than anti-puncture enhancement layer upper surface 20cm or so, to guarantee that backfill planting soil can be on anti-puncture enhancement layer
Thickness that is firm to stack, and keeping 30cm or so.The firming bag of the anti-puncture enhancement layer surrounding can also be support device
Support leg provides fixation.
Specifically, the waterproof and anti-puncture construction include that shed deckhead waterproof layer, cement are arranged from the bottom to top
Mortar cover, drainage blanket, isolation filter layer, anti-puncture layer and protective layer.
The utility model has the advantages that
(1) extruding and destruction of the later period arbor Transport Machinery to backfill be can avoid: due to the plant of the big scale of construction such as arbor
It has been colonized and has finished before backfilling earthen backfill, the plant that small volume need to be transported in later period, such as undershrub, lawn, it does not need big
Type mechanical equipment, therefore to backfill and the ninor feature generation destruction and interference completed will not be stacked, it is not in secondary backfill
Phenomenon uses manpower and material resources sparingly；
(2) regioselectivity of pipeline installation is bigger: completing since megaphanerophyte is colonized, pipe engineering, such as water pipe for irrigation
The construction of road, landscaping equipment electricity consumption pipeline etc. can not have to consider influence and possible destruction of the later period megaphanerophyte to it, to peace
The selectivity of holding position is bigger, can preferably construct；
(3) waterproof and anti-puncture construction are not easy to be destroyed: due to not needing to excavate to backfill, will not go out
The destruction to waterproof layer and anti-puncture layer now generated because kind of plant hole is excavated；Due to being provided with and hat width face under megaphanerophyte
The consistent anti-puncture enhancement layer of product, root system must initially pass through the common brick that two layers of fissure of displacement is put to reach anti-puncture layer, puncture
Rate greatly reduces, and is obviously prolonged waterproof layer and the service life of anti-puncture layer；
(4) arbor support embedded depth is big, and support effect is good: due to the embedded depth of support and the depth one of backfill
Cause, embedded depth can reach 1.0~1.5 meters, support effect relatively before only bury 0.5 meter or so support will it is obvious must
To improvement, arbor also will substantially enhance the boisterous resilience such as strong wind.
(5) Tree growth situation and to make scape effect more preferable: since the soil amount of backfill planting soil has wrapped up entire root system of plant
And late growth desired position, the entire root system for the arbor being colonized are the soil institutes grown by this suitable for plant of planting soil
It surrounds, soil for growth environmental condition of the root system of be colonized arbor after field planting will be better than directly field planting and the plant in backfill
Object, therefore upgrowth situation is good, makes scape better effect.
Detailed description of the invention
Below in conjunction with Figure of description and specific embodiment, the utility model is further described.
Fig. 1 is to be formed by structure after carrying out waterproof and anti-puncture construction on basement structure top plate in the prior art
Cross-sectional view；
Fig. 2 is the schematic diagram after step 1 construction of the embodiment of the present invention 1；
Fig. 3 is the schematic diagram after step 2 construction of the embodiment of the present invention 1；
Fig. 4 is the schematic diagram after step 3 construction of the embodiment of the present invention 1；
Fig. 5 is the schematic diagram after step 4 construction of the embodiment of the present invention 1；
Fig. 6 is the schematic diagram after step 5 construction of the embodiment of the present invention 1.
Appended drawing reference: 1- basement structure top plate；2- waterproof roofing layer；3- cement mortar protective course；4- drainage blanket；5- every
From filter layer；The anti-puncture layer of 6-；7- protective layer；The anti-puncture enhancement layer of 8-；9- firming bag；10- planting soil；11- arbor；12- branch
Support arrangement.
Specific embodiment
Embodiment 1
In a preferred embodiment of the invention, suitable for the large-scale arbor implantation methods on top plate of underground parking garage
The following steps are included:
Step 1: carrying out waterproof and anti-puncture construction, the waterproof and anti-puncture construction include that top is arranged from the bottom to top
Plate waterproof layer 2, cement mortar protective course 3, drainage blanket 4, isolation filter layer 5, anti-puncture layer 6 and protective layer 7.In the waterproof
With the construction for carrying out anti-puncture enhancement layer 8 after anti-puncture construction.Anti-puncture enhancement layer 8 is the brick that about two layers fissure of displacement is put
Layer, area and the hat width of field planting arbor are consistent.Step 1 is as shown in Figure 2 after constructing；
Step 2: after the anti-puncture enhancement layer construction, using one layer in the anti-puncture enhancement layer surrounding
Firming bag 9 carries out surrounding edge, then carries out planting soil 10 in the range of the firming bag 9 surrounds and cover；Firming bag top edge is high
In anti-puncture enhancement layer upper surface 20cm.Step 2 is as shown in Figure 3 after constructing；
Step 3: placing arbor 11 on the planting soil, and the arbor is supported；Step 3 construction finishes
Afterwards as shown in Figure 4；
Step 4: the binding of the soil ball of arbor being removed, and the region enclosed out using support device is boundary, one layer one
Layer ground stacks firming bag 9, and every lamination earth bag that stacks backfills one layer of planting soil 10, until designed elevation；After step 4 is constructed
As shown in Figure 5；
Step 5: withdrawing from or destroy firming bag since bottom, the back-filling in layers for planting soil 10 of going forward side by side, it may be assumed that withdraw from first or
Planting soil, is then backfilled to the bottom surface of upper layer firming bag by the firming bag 9 for destroying the bottom, then is successively withdrawn from or broken
Bad firming bag, back-filling in layers are by the work of backfill, until all firming bags are withdrawn from or are destroyed, planting soil reaches design mark
It is high；Step 5 is as shown in Figure 6 after constructing.
Claims (5)
1. a kind of large-scale arbor implantation methods suitable on top plate of underground parking garage, it is characterised in that the following steps are included:
Step 1: carrying out waterproof and anti-puncture construction；
Step 2: backfill planting soil covering；
Step 3: placing arbor on the planting soil, and the arbor is supported；
Step 4: the region enclosed out using support device stacks firming as boundary, in the boundary being enclosed layer by layer
Bag, every lamination earth bag that stacks backfills one layer of planting soil in the regional scope that firming bag encloses out, until designed elevation；
Step 5: withdrawing from or destroy firming bag since bottom, and carry out the back-filling in layers of planting soil.
2. the large-scale arbor implantation methods according to claim 1 suitable on top plate of underground parking garage, it is characterised in that:
In the step 1, the construction of anti-puncture enhancement layer is carried out after the waterproof and anti-puncture construction.
3. the large-scale arbor implantation methods according to claim 2 suitable on top plate of underground parking garage, it is characterised in that: institute
The anti-puncture enhancement layer stated is the brick layer that about two layers fissure of displacement is put.
4. the large-scale arbor implantation methods according to claim 2 suitable on top plate of underground parking garage, it is characterised in that:
After the construction of the anti-puncture enhancement layer, surrounding edge is carried out using firming bag in the anti-puncture enhancement layer surrounding, then
The plantation earthen backfill of the step 2 is carried out in the range of the firming bag surrounds.
5. the large-scale arbor implantation methods according to claim 1 or 2 suitable on top plate of underground parking garage, feature exist
In: the waterproof and anti-puncture construction including being arranged shed deckhead waterproof layer, cement mortar protective course, draining from the bottom to top
Layer, isolation filter layer, anti-puncture layer and protective layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710415992.8A CN107419855B (en) | 2017-06-06 | 2017-06-06 | A kind of large-scale arbor implantation methods suitable on top plate of underground parking garage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710415992.8A CN107419855B (en) | 2017-06-06 | 2017-06-06 | A kind of large-scale arbor implantation methods suitable on top plate of underground parking garage |
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| Publication Number | Publication Date |
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| CN107419855A CN107419855A (en) | 2017-12-01 |
| CN107419855B true CN107419855B (en) | 2019-04-02 |
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| CN201710415992.8A Expired - Fee Related CN107419855B (en) | 2017-06-06 | 2017-06-06 | A kind of large-scale arbor implantation methods suitable on top plate of underground parking garage |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111927098A (en) * | 2020-08-18 | 2020-11-13 | 中国十七冶集团有限公司 | Method for constructing outdoor structure building above top plate of underground garage in advance |
| CN112314303B (en) * | 2020-11-02 | 2022-09-16 | 秀艺(福建)园林工程有限公司 | Basement roof cinnamomum camphora planting method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05260850A (en) * | 1992-03-17 | 1993-10-12 | Yamamotosakichi Shoten:Kk | Water-permeable mat and method for spreading the same |
| CN203701446U (en) * | 2014-01-23 | 2014-07-09 | 陕西华建防水工程有限公司 | Roof structure for garage roof planting |
| CN104631713A (en) * | 2014-12-26 | 2015-05-20 | 上海聚隆绿化发展有限公司 | Roof greening construction method |
| CN204455933U (en) * | 2015-02-12 | 2015-07-08 | 青海富腾生态科技有限公司 | A kind of Road ecology protective guard |
| CN204466379U (en) * | 2015-03-03 | 2015-07-15 | 王振标 | A kind of roof greening facility |
| CN204551920U (en) * | 2015-03-17 | 2015-08-12 | 中国建筑第六工程局有限公司 | A kind of planted roof plate constructing structure |
| CN105830738A (en) * | 2016-05-12 | 2016-08-10 | 广州城建职业学院 | Planting soil layer and foundation suitable for greening planting of top plate of underground garage |
| CN205756079U (en) * | 2016-05-27 | 2016-12-07 | 盛世园林集团股份有限公司 | A kind of roof garden vertical greening auxiliary stand |
| CN106718635A (en) * | 2016-12-29 | 2017-05-31 | 北京东方园林环境股份有限公司 | A kind of biological hedge cofferdam acted on water and soil conservation and tree support |
-
2017
- 2017-06-06 CN CN201710415992.8A patent/CN107419855B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05260850A (en) * | 1992-03-17 | 1993-10-12 | Yamamotosakichi Shoten:Kk | Water-permeable mat and method for spreading the same |
| CN203701446U (en) * | 2014-01-23 | 2014-07-09 | 陕西华建防水工程有限公司 | Roof structure for garage roof planting |
| CN104631713A (en) * | 2014-12-26 | 2015-05-20 | 上海聚隆绿化发展有限公司 | Roof greening construction method |
| CN204455933U (en) * | 2015-02-12 | 2015-07-08 | 青海富腾生态科技有限公司 | A kind of Road ecology protective guard |
| CN204466379U (en) * | 2015-03-03 | 2015-07-15 | 王振标 | A kind of roof greening facility |
| CN204551920U (en) * | 2015-03-17 | 2015-08-12 | 中国建筑第六工程局有限公司 | A kind of planted roof plate constructing structure |
| CN105830738A (en) * | 2016-05-12 | 2016-08-10 | 广州城建职业学院 | Planting soil layer and foundation suitable for greening planting of top plate of underground garage |
| CN205756079U (en) * | 2016-05-27 | 2016-12-07 | 盛世园林集团股份有限公司 | A kind of roof garden vertical greening auxiliary stand |
| CN106718635A (en) * | 2016-12-29 | 2017-05-31 | 北京东方园林环境股份有限公司 | A kind of biological hedge cofferdam acted on water and soil conservation and tree support |
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|---|---|
| CN107419855A (en) | 2017-12-01 |
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