CN106836435A - 地下水自然回灌的硬路面施工方法 - Google Patents
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
- E01C5/08—Reinforced units with steel frames
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
- E01C11/226—Coherent pavings
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/06—Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/003—Pavings made of prefabricated single units characterised by material or composition used for beds or joints; characterised by the way of laying
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/04—Pavings made of prefabricated single units made of bricks
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C2201/00—Paving elements
- E01C2201/20—Drainage details
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/22—Pavings made of prefabricated single units made of units composed of a mixture of materials covered by two or more of groups E01C5/008, E01C5/02 - E01C5/20 except embedded reinforcing materials
Abstract
一种地下水自然回灌的硬路面施工方法,其特征是在地面上钻孔或者挖掘至地下浅表砂带可储水层,形成洞穴,使用预制管道植入洞穴。预制管道节节相连,穿越地表粘土层至流沙层,形成空井。空井上方铺设路面砖,形成渗水区。建筑物雨水通过排水沟进入渗水区,注入空井或者过滤井,快速自然回灌至地下浅表砂带可储水层,再缓慢的渗透至地下深砂带储水层。
Description
技术领域
本发明涉及一种基础层为不透水混凝土的地下水自然回灌的硬路面施工方法,尤其是一种能够使自然降水快速回灌至地下浅表砂带可储水层,进而通过粘土层自然过滤渗透至地下深砂带储水层的硬路面施工方法。
技术背景
目前公知的城市道路、广场、居民区硬路面施工方法,大多使用混凝土浇注粘结,地表水与地下水完全隔绝;也有采用混凝土浇注预留渗水孔洞,使路面水可以通过孔洞缓慢渗透到地表土层,但渗水效果极差,雨水自然回灌率极低,稍大的降雨便会使路面积水,无法使自然水快速回灌地下;也有使用透水混凝土、透水沥青施工,但透水性保持时间不长,大多施工后数月便出现透水孔堵塞现象,且施工成本高昂;还有使用透水水泥砖铺设,由于颗粒粗,粘结牢度差,承受压力小,很容易碎裂,且由于基础处理的封闭性,透水水泥砖吸水能力有限,遇较大雨水仍然产生积水。类似城市道路、广场、居民区硬路面这种大面积路面的积水问题,依然是世界性难题。尤其重要的是,地下水位日渐下降,水在泥土中的骨架作用逐渐丧失。为了使城市地下具有海绵般吸水功能,现有技术以挖坑布塘、地下储水工程等的方式,建设成本极高,浪费国土资源,且往往形成死水塘,维护成本高,但环境美化度低,甚至成为影响环境的臭水沟。
发明内容
为了实现城市道路、广场、居民区等大面积硬路面雨天无积水,自然降水能够快速回灌至地下浅表砂带可储水层,通过粘土层的自然过滤渗透至地下深砂带储水层,有效的补充地下水,同时避免因人工直接回灌地下深水层所造成地下水污染问题;实现路面不但满足行人行走,还能满足汽车等重型交通工具地行驶、停泊;真正意义上快速、廉价、高效的实现“海绵城市”,使混凝土下的城乡大地具有山河湖海、旷野森林的自然水地下回灌效应。本发明提供一种地下水自然回灌的硬路面施工方法(分案)。
本发明解决其技术问题的方案是:以往工业欠发达时期,当地下水充沛,往地下打井数米到达浅表砂带储水层,取得优质地下水。而如今,特别是城市,打井往往得有几十米、几百米深度,才能取得理想的地下水水源。从地面往地下,土壤的结构系脉带状分布,几层各类粘土带,一层砂带。砂带是最佳蓄水层又是水的最佳导流层,所以打井的取水源头必须在砂带层。随着地下水源枯竭,为了取水而穿越一条又一条的砂带往地下纵深挖掘。根据这个道理,地面的自然降水,可以通过孔洞填沙的方面,导流到地下浅表砂带层,排水速度快,建设成本低,合理引导加速地下水自然渗透回灌。这是本发明解决硬路面排水以及地下水自然回灌的核心内容和技术创新。具体方案是:在地面上有序或者无序地钻孔或者挖掘至地下合适深度的、穿越一个或者多个地下浅表砂带的可储水层,砂带层的厚度、砂颗粒足以储水、导水。钻孔或者挖掘深度为5米至100米的洞穴,使用高0.2米至20米、截面积0.001平方米至2000平方米管道或者预制管道,植入洞穴,节节相连至洞穴底部,形成空井。空井可以填充0.5米至100米厚度的沙子等透水材料,形成过滤井。空井或者过滤井上方铺设路面砖形成硬路面渗水区,渗水区可以是架空的,也可以是铺设在沙子基础上。建筑物雨水通过排水沟进入渗水区,注入空井或者过滤井,快速自然回灌至地下浅表砂带可储水层,再缓慢的渗透至地下深砂带储水层。
本发明的效益在于确保道路承载能力基础上,自然降水快速回灌至地下浅表砂带储水层,进而通过土层自然过滤缓慢渗透至地下深砂带储水层。大面积使用本发明施工方法建设城乡硬路面,将有效解决地下水自然回灌、减缓城市沉降的重要环保难题,还可以避免因人工直接回灌地下深水层所造成地下水污染问题。同时,本发明无需制作预制构件,减少人工损耗与能源消耗,高效、低成本、环保节能的城乡硬路面建设的创新模式,是顺应大自然、实现海绵城市最佳建设模式。
附图说明
下面结合附图和实施例对本发明进一步说明。
图1是在地面上钻孔或者挖掘形成洞穴俯视图。
图2是洞穴植入管道或者预制管道俯视图。
图3是空井填充沙子形成过滤井俯视图。
图4是空井、过滤井上方铺设路面砖俯视图。
图5是路面砖至地下水层结构剖面图。
图中:(1)、地面,(2)、洞穴,(3)、管道或者预制管道,(4)、空井,(5)、沙,(6)、过滤井,(7)、路面砖,(8)、渗水区,(9)、建筑物,(10)、排水沟,(11)、浅表泥土层,(12)、浅表砂带储水层,(13)、粘土层,(14)、深砂带储水层。
具体实施方式
在图1、2中,为最佳实施例:在平整好的泥土地面(1)往地下钻孔或者挖掘形成洞穴(2),植入管道或者预制管道(3),形成空井(4)。
图3、4中,空井(4)填充沙(5),形成过滤井(6),在过滤井(6)上方铺设路面砖(7),形成渗水区(8),建筑物(9)的雨水通过排水沟(11)排入渗水区(8)。
图5可见,建筑物(9)的雨水通过排水沟(11)排入渗水区(8),注入过滤井(6),向浅表泥土层(11)和浅表砂带储水层(12)快速渗泄,经过粘土层(13)过滤,缓慢的渗泄到深砂带储水层(14)。
Claims (4)
1.一种地下水自然回灌的硬路面施工方法,其特征是在地面上钻孔或者挖掘至地下浅表砂带可储水层,形成洞穴,使用预制管道植入洞穴。预制管道节节相连,穿越地表粘土层至流沙层,形成空井。空井上方铺设路面砖,形成渗水区。建筑物雨水通过排水沟进入渗水区,注入空井或者过滤井,快速自然回灌至地下浅表砂带可储水层,再缓慢的渗透至地下深砂带储水层。
2.权利1所述的地下水自然回灌的硬路面施工方法,其特征是在地面上钻孔或者挖掘深度为5米至100米的洞穴,使用高0.2米至20米、截面积0.001平方米至2000平方米管道或者预制管道,植入洞穴,节节相连至洞穴底部。
3.权利1所述的地下水自然回灌的硬路面施工方法,其特征是空井可以填充0.5米至100米厚度的透水材料,形成过滤井。
4.权利1所述的地下水自然回灌的硬路面施工方法,其特征是在一个或者多个空井、过滤井上方构筑的渗水硬路面,可以是架空结构的渗水硬路面。
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US (1) | US10233595B2 (zh) |
EP (1) | EP3269879A4 (zh) |
JP (1) | JP6574856B2 (zh) |
KR (1) | KR20170128382A (zh) |
CN (2) | CN106836435A (zh) |
AU (1) | AU2016228704B2 (zh) |
BR (1) | BR112017019339A2 (zh) |
CA (1) | CA2979084A1 (zh) |
EA (1) | EA201700452A1 (zh) |
MX (1) | MX2017011636A (zh) |
PH (1) | PH12017501665A1 (zh) |
SG (1) | SG11201707214YA (zh) |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN106836435A (zh) | 2015-03-12 | 2017-06-13 | 周太泽 | 地下水自然回灌的硬路面施工方法 |
CN108266912A (zh) * | 2018-03-27 | 2018-07-10 | 遵化市华通热力有限公司 | 一种利用浅层地热能的回灌系统及回灌方法 |
CN109554975A (zh) * | 2018-05-31 | 2019-04-02 | 姬永生 | 现浇导孔透水混凝土及其制备装置和工艺 |
CN109505209A (zh) * | 2018-06-11 | 2019-03-22 | 湖北文理学院 | 一种轻荷载道路的透水基层施工方法 |
CN113338112A (zh) * | 2021-07-09 | 2021-09-03 | 杭州君辉建设有限公司 | 一种海绵城市生态道路 |
CN113733302B (zh) * | 2021-09-27 | 2022-12-02 | 阜阳市鑫源建材有限公司 | 一种高渗透清洁透水砖的制备方法 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1044839A (zh) * | 1988-09-21 | 1990-08-22 | 陈昭桐 | 地下建筑物渗排水方法 |
DE202005001850U1 (de) * | 2005-02-05 | 2005-04-21 | Weise, Marko | Vertikale Rigole |
KR100952192B1 (ko) * | 2010-01-07 | 2010-04-09 | 임철웅 | 우수를 지중에 침투 저장하는 침투 관정을 이용한 워터 포켓 |
CN201495621U (zh) * | 2009-08-21 | 2010-06-02 | 曾妍 | 泄水井 |
CN202099866U (zh) * | 2011-06-01 | 2012-01-04 | 洛阳市淼泉给水排水设计院 | 道路雨水地下回灌装置 |
CN102459774A (zh) * | 2009-04-16 | 2012-05-16 | 安德鲁·尼姆齐克 | 用于向地面中注射地表水的方法 |
Family Cites Families (34)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1606990A (en) * | 1925-03-07 | 1926-11-16 | Lawrence P Funk | Freshet drain |
US3837168A (en) * | 1973-06-18 | 1974-09-24 | D Alsberg | Drainage system |
US4199272A (en) * | 1978-04-19 | 1980-04-22 | Lacey Edward H | System for recharging aquifer and apparatus therefor |
US4523755A (en) * | 1981-05-28 | 1985-06-18 | Egon Turba | Surface for sports areas, particularly tennis courts, and its manufacture |
JPH082219B2 (ja) * | 1992-06-29 | 1996-01-17 | 石岡建設株式会社 | 芝地の地盤改良方法 |
JPH07166504A (ja) * | 1993-12-14 | 1995-06-27 | Sekizai Center:Kk | 透水性道路舗装構造 |
JPH0885906A (ja) * | 1994-09-20 | 1996-04-02 | Kotaro Matsumoto | 透水性ある道路舗装の構造 |
US5746544A (en) * | 1995-08-24 | 1998-05-05 | Hovik Baghoomian | Process and structure for reducing roadway construction period |
US6206607B1 (en) * | 1997-02-10 | 2001-03-27 | John, J. Medico, Jr. Christine Meoli Medico Family Trust | Environmental porous pavement construction, and method for manufacturing pavement construction |
JP3628521B2 (ja) * | 1998-08-28 | 2005-03-16 | 株式会社パリティジパング | 舗装面形成用ブロック及び透水性舗装構造 |
JP3900404B2 (ja) * | 2001-10-17 | 2007-04-04 | ケミカルグラウト株式会社 | 舗装路 |
AU2005201779A1 (en) * | 2004-05-28 | 2005-12-15 | John Arthur Cummins | Fluid permeable composite material and process for same |
US7244076B2 (en) * | 2004-07-19 | 2007-07-17 | Bend Industries, Inc. | Method for installing paving blocks |
US20060210358A1 (en) * | 2005-03-17 | 2006-09-21 | Jui-Wen Chen | Constructive water resource recycling method |
JP2007107258A (ja) * | 2005-10-13 | 2007-04-26 | Toshinori Haraguchi | 住宅用雨水貯留構造 |
US8162563B2 (en) * | 2006-07-19 | 2012-04-24 | Oceansafe Llc | Aquifer replenishment system with filter |
US7351004B2 (en) * | 2006-07-19 | 2008-04-01 | Shaw & Sons, Inc. | Aquifer replenishment system |
CN200981968Y (zh) * | 2006-12-18 | 2007-11-28 | 北京市市政工程设计研究总院 | 透水性人行步道 |
CN101024936B (zh) * | 2007-02-22 | 2010-10-20 | 唐汉臣 | 一种全面积覆盖防蒸发节水方法 |
US8025456B2 (en) * | 2007-09-07 | 2011-09-27 | Reynolds Consumer Products, Inc. | Hydrocarbon-adsorbing porous pavement structure |
JP2009068240A (ja) * | 2007-09-12 | 2009-04-02 | Fiber Dain Kk | 透水構造及び透水構造の施工方法 |
US7686540B2 (en) * | 2007-12-11 | 2010-03-30 | Astral Property Pty Ltd | Transport corridor infiltration system |
JP5010572B2 (ja) * | 2008-11-26 | 2012-08-29 | 東北グリーン興産株式会社 | 湿潤地面の排水用空洞穴構造、及びこれを用いた芝面の排水促進方法 |
US20110064517A1 (en) * | 2009-03-25 | 2011-03-17 | Jon Dennis Sader | Reinforced pervious concrete |
WO2011026189A1 (en) * | 2009-09-03 | 2011-03-10 | Vilenna Investments Pty Ltd | An arrangement and method for facilitating water usage |
KR100939173B1 (ko) * | 2009-10-19 | 2010-01-28 | 유흥식 | 홍수, 가뭄, 지구 온난화, 사막화, 해수면 상승 방지 및 토양지하수 복원을 위한 초고속 투수성 블록 도로포장 시스템과 그 시공 방법 |
US8297874B2 (en) * | 2010-02-26 | 2012-10-30 | Vulcan Materials Company | Traffic bearing structure with permeable pavement |
JP2012046981A (ja) * | 2010-08-27 | 2012-03-08 | Takamura Sogyo Kk | 透水性コンクリート板 |
CN201843042U (zh) * | 2010-08-27 | 2011-05-25 | 傅饶 | 一种节水操场 |
CN102454143B (zh) * | 2010-10-19 | 2015-02-04 | 陈瑞文 | 改善地球暖化人工铺面制造方法 |
CN202164521U (zh) * | 2011-05-31 | 2012-03-14 | 叶小斌 | 多孔透水立体生态地坪框架 |
CN202718027U (zh) * | 2012-02-09 | 2013-02-06 | 王宝和 | 一种储水回灌透水砖组合装置 |
CN104278608B (zh) * | 2013-07-05 | 2016-06-08 | 杭州华水市政工程有限公司 | 一种公路路堤拓宽结构的施工方法 |
CN106836435A (zh) * | 2015-03-12 | 2017-06-13 | 周太泽 | 地下水自然回灌的硬路面施工方法 |
-
2015
- 2015-03-12 CN CN201710029655.5A patent/CN106836435A/zh not_active Withdrawn
- 2015-03-12 CN CN201510116269.0A patent/CN104846712B/zh not_active Expired - Fee Related
-
2016
- 2016-03-09 JP JP2017566183A patent/JP6574856B2/ja not_active Expired - Fee Related
- 2016-03-09 KR KR1020177027454A patent/KR20170128382A/ko unknown
- 2016-03-09 BR BR112017019339A patent/BR112017019339A2/pt not_active Application Discontinuation
- 2016-03-09 MX MX2017011636A patent/MX2017011636A/es unknown
- 2016-03-09 AU AU2016228704A patent/AU2016228704B2/en not_active Ceased
- 2016-03-09 EA EA201700452A patent/EA201700452A1/ru unknown
- 2016-03-09 EP EP16760997.3A patent/EP3269879A4/en not_active Withdrawn
- 2016-03-09 WO PCT/CN2016/000121 patent/WO2016141770A1/zh active Application Filing
- 2016-03-09 SG SG11201707214YA patent/SG11201707214YA/en unknown
- 2016-03-09 CA CA2979084A patent/CA2979084A1/en not_active Abandoned
- 2016-09-03 UA UAA201709401A patent/UA118514C2/uk unknown
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2017
- 2017-09-07 US US15/697,450 patent/US10233595B2/en not_active Expired - Fee Related
- 2017-09-13 PH PH12017501665A patent/PH12017501665A1/en unknown
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1044839A (zh) * | 1988-09-21 | 1990-08-22 | 陈昭桐 | 地下建筑物渗排水方法 |
DE202005001850U1 (de) * | 2005-02-05 | 2005-04-21 | Weise, Marko | Vertikale Rigole |
CN102459774A (zh) * | 2009-04-16 | 2012-05-16 | 安德鲁·尼姆齐克 | 用于向地面中注射地表水的方法 |
CN201495621U (zh) * | 2009-08-21 | 2010-06-02 | 曾妍 | 泄水井 |
KR100952192B1 (ko) * | 2010-01-07 | 2010-04-09 | 임철웅 | 우수를 지중에 침투 저장하는 침투 관정을 이용한 워터 포켓 |
CN202099866U (zh) * | 2011-06-01 | 2012-01-04 | 洛阳市淼泉给水排水设计院 | 道路雨水地下回灌装置 |
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BR112017019339A2 (pt) | 2018-06-05 |
EP3269879A1 (en) | 2018-01-17 |
EA201700452A1 (ru) | 2018-02-28 |
US10233595B2 (en) | 2019-03-19 |
CN104846712A (zh) | 2015-08-19 |
UA118514C2 (uk) | 2019-01-25 |
WO2016141770A1 (zh) | 2016-09-15 |
CA2979084A1 (en) | 2016-09-15 |
SG11201707214YA (en) | 2017-10-30 |
EP3269879A4 (en) | 2018-08-22 |
JP6574856B2 (ja) | 2019-09-11 |
AU2016228704A1 (en) | 2017-10-19 |
JP2018507972A (ja) | 2018-03-22 |
PH12017501665A1 (en) | 2018-03-19 |
MX2017011636A (es) | 2018-02-09 |
US20170362779A1 (en) | 2017-12-21 |
CN104846712B (zh) | 2017-02-01 |
KR20170128382A (ko) | 2017-11-22 |
AU2016228704B2 (en) | 2019-04-11 |
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