BR112021004781A2 - Método de consolidação de grauteamento para estaca pré-fabricada de guia de poço de invólucro completo e estaca pré-fabricada para o mesmo - Google Patents
Método de consolidação de grauteamento para estaca pré-fabricada de guia de poço de invólucro completo e estaca pré-fabricada para o mesmo Download PDFInfo
- Publication number
- BR112021004781A2 BR112021004781A2 BR112021004781-6A BR112021004781A BR112021004781A2 BR 112021004781 A2 BR112021004781 A2 BR 112021004781A2 BR 112021004781 A BR112021004781 A BR 112021004781A BR 112021004781 A2 BR112021004781 A2 BR 112021004781A2
- Authority
- BR
- Brazil
- Prior art keywords
- well
- casing
- pile
- prefabricated
- grouting
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 57
- 238000007596 consolidation process Methods 0.000 title abstract description 20
- 238000010276 construction Methods 0.000 claims abstract description 60
- 238000005553 drilling Methods 0.000 claims abstract description 37
- 238000002347 injection Methods 0.000 claims abstract description 23
- 239000007924 injection Substances 0.000 claims abstract description 23
- 239000007788 liquid Substances 0.000 claims abstract description 10
- 239000012530 fluid Substances 0.000 claims abstract description 3
- 239000002002 slurry Substances 0.000 claims description 76
- 239000011435 rock Substances 0.000 claims description 70
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 59
- 239000011440 grout Substances 0.000 claims description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000004576 sand Substances 0.000 claims description 13
- 238000002513 implantation Methods 0.000 claims description 10
- 238000007711 solidification Methods 0.000 claims description 6
- 230000008023 solidification Effects 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- 239000000126 substance Substances 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 230000032258 transport Effects 0.000 claims 1
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 description 7
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 description 7
- 239000011499 joint compound Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 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
- 239000012466 permeate Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000000523 sample Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/06—Placing concrete under water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D11/00—Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/08—Sinking workpieces into water or soil inasmuch as not provided for elsewhere
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
- E02D27/525—Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
- E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/26—Placing by using several means simultaneously
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811091450.0A CN109295972A (zh) | 2018-09-25 | 2018-09-25 | 全套管工法预制桩灌注浆和后注浆固结技术 |
| CN201811091450.0 | 2018-09-25 | ||
| PCT/CN2019/091230 WO2020062940A1 (zh) | 2018-09-25 | 2019-06-14 | 全套管钻孔导引预制桩的注浆固结方法及其预制桩 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| BR112021004781A2 true BR112021004781A2 (pt) | 2021-10-13 |
Family
ID=65163301
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| BR112021004781-6A BR112021004781A2 (pt) | 2018-09-25 | 2019-06-14 | Método de consolidação de grauteamento para estaca pré-fabricada de guia de poço de invólucro completo e estaca pré-fabricada para o mesmo |
Country Status (10)
| Country | Link |
|---|---|
| US (1) | US20210348355A1 (ja) |
| EP (1) | EP3839149A4 (ja) |
| JP (1) | JP2022502586A (ja) |
| KR (1) | KR20210058901A (ja) |
| CN (1) | CN109295972A (ja) |
| BR (1) | BR112021004781A2 (ja) |
| CO (1) | CO2021003362A2 (ja) |
| PH (1) | PH12021550571A1 (ja) |
| SG (1) | SG11202102769TA (ja) |
| WO (1) | WO2020062940A1 (ja) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110896644B (zh) * | 2018-09-25 | 2021-04-09 | 高永光 | 全套管钻孔导引预制桩的注浆固结方法 |
| CN109295972A (zh) * | 2018-09-25 | 2019-02-01 | 高永光 | 全套管工法预制桩灌注浆和后注浆固结技术 |
| CN110565639B (zh) * | 2019-09-11 | 2021-03-23 | 中船第九设计研究院工程有限公司 | 一种用于珊瑚砂地基的灌注桩成孔和侧壁注浆施工方法 |
| CN111997620A (zh) * | 2020-07-28 | 2020-11-27 | 中铁第四勘察设计院集团有限公司 | 一种岩溶塌陷区的注浆施工系统及方法 |
| CN113250238A (zh) * | 2021-05-19 | 2021-08-13 | 中交第三航务工程局有限公司 | 一种基于松动圈理论的海上超大直径单桩的嵌岩施工方法 |
| CN113309089A (zh) * | 2021-06-11 | 2021-08-27 | 河北省水利规划设计研究院有限公司 | 预制空心桩及其取土植桩施工方法 |
| CN114753376A (zh) * | 2022-03-28 | 2022-07-15 | 中电建十一局工程有限公司 | 一种砂砾石地层深基坑开挖支护浆方法 |
| CN114562328B (zh) * | 2022-04-02 | 2022-12-02 | 中国矿业大学 | 基岩顶界松散层注浆充填控制地表沉降方法 |
| CN115075238A (zh) * | 2022-06-13 | 2022-09-20 | 陕西正诚路桥工程研究院有限公司 | 基于水上作业平台的钻孔桩施工中的加固方法 |
| CN115288212B (zh) * | 2022-07-05 | 2023-05-16 | 湖北工业大学 | 一种既有桩墙的光纤植入装置及植入方法 |
| CN115233685B (zh) * | 2022-08-01 | 2023-07-14 | 中交四航工程研究院有限公司 | 一种维持桩基水平刚度的可循环注浆装置及其施工方法 |
| CN115323999B (zh) * | 2022-09-14 | 2024-02-27 | 赤峰中色白音诺尔矿业有限公司 | 一种尾矿库涵管分段注浆施工装置及其施工方法 |
| CN115478560A (zh) * | 2022-09-28 | 2022-12-16 | 苏州枫石堂工程科技有限公司 | 一种墙体开裂注浆加固方法 |
| KR102602249B1 (ko) | 2023-02-14 | 2023-11-16 | 우창건설 주식회사 | 케이싱용 phc파일 근입 가이드장치 및 이를 이용한 시공 방법 |
Family Cites Families (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1865652A (en) * | 1929-09-20 | 1932-07-05 | Raymond Concrete Pile Co | Method and apparatus for placing concrete in piles |
| JPH05132930A (ja) * | 1991-11-07 | 1993-05-28 | Jiototsupu:Kk | ドレーン層付き基礎杭の造成方法 |
| NL9301176A (nl) * | 1993-07-05 | 1995-02-01 | Verstraeten Beheersmij Bv | Werkwijze voor het vormen van een fundatiepaal in de grond onder toepassing van een geprefabriceerde paalschacht. |
| JPH1171758A (ja) * | 1997-08-27 | 1999-03-16 | Nippon Steel Corp | 岩盤への杭の打ち込み工法 |
| JP2000129669A (ja) * | 1998-10-22 | 2000-05-09 | Asahi Chem Ind Co Ltd | 既製杭の接続方法 |
| JP2000257062A (ja) * | 1999-03-05 | 2000-09-19 | Taisei Corp | 鋼管杭建込み方法 |
| JP2002155531A (ja) * | 2000-11-21 | 2002-05-31 | Yoshitada Miyake | 杭の埋設方法 |
| US20050019104A1 (en) * | 2003-07-23 | 2005-01-27 | Derald Christians | Soil stabilization and pile formation method |
| JP4667479B2 (ja) * | 2008-03-03 | 2011-04-13 | 中国電力株式会社 | 杭着脱構造及び杭施工方法 |
| KR100964796B1 (ko) * | 2010-02-26 | 2010-06-21 | 송기용 | 암반 매립 일체화 구조의 강관-콘크리트 복합 말뚝 시공 방법 및 말뚝 구조물 |
| CN102002945B (zh) * | 2010-03-25 | 2013-12-25 | 中国京冶工程技术有限公司 | 带桩靴的囊式防腐装置及使用该装置的防腐桩及施工方法 |
| DK2527539T3 (da) | 2011-05-27 | 2013-09-30 | Bauer Maschinen Gmbh | Undervands-boreindretning og fremgangsmåde til anbringelse af et funderingselement i en havbund |
| EP2650446B1 (de) | 2012-04-12 | 2014-06-18 | Herrenknecht AG | Verfahren zur Herstellung einer Gründung für eine Offshore-Anlage |
| CN102691296B (zh) * | 2012-05-22 | 2015-02-11 | 广州市建筑科学研究院有限公司 | 一种桩侧静压注浆桩底旋喷注浆的管桩基础及其施工方法 |
| JP6260931B2 (ja) * | 2013-12-04 | 2018-01-17 | 株式会社大林組 | 鋼管杭及びその埋込み方法 |
| EP2930275B1 (de) | 2014-04-08 | 2017-12-20 | Herrenknecht AG | System und Verfahren zum Herstellen einer Gründung für ein Bauwerk im Wasser |
| CN105442594A (zh) * | 2015-12-04 | 2016-03-30 | 荣盛建设工程有限公司 | 内置压浆管预应力空心方桩扩孔压浆施工工艺 |
| CN107794925A (zh) * | 2017-10-31 | 2018-03-13 | 浙江大学城市学院 | 一种预留注浆管路的后注浆现浇薄壁管桩及施工方法 |
| CN109295972A (zh) * | 2018-09-25 | 2019-02-01 | 高永光 | 全套管工法预制桩灌注浆和后注浆固结技术 |
-
2018
- 2018-09-25 CN CN201811091450.0A patent/CN109295972A/zh not_active Withdrawn
-
2019
- 2019-06-14 KR KR1020217010783A patent/KR20210058901A/ko not_active Application Discontinuation
- 2019-06-14 BR BR112021004781-6A patent/BR112021004781A2/pt not_active IP Right Cessation
- 2019-06-14 JP JP2021515169A patent/JP2022502586A/ja active Pending
- 2019-06-14 US US17/277,860 patent/US20210348355A1/en not_active Abandoned
- 2019-06-14 WO PCT/CN2019/091230 patent/WO2020062940A1/zh active Application Filing
- 2019-06-14 SG SG11202102769TA patent/SG11202102769TA/en unknown
- 2019-06-14 EP EP19865349.5A patent/EP3839149A4/en active Pending
-
2021
- 2021-03-15 CO CONC2021/0003362A patent/CO2021003362A2/es unknown
- 2021-03-15 PH PH12021550571A patent/PH12021550571A1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| US20210348355A1 (en) | 2021-11-11 |
| SG11202102769TA (en) | 2021-04-29 |
| CO2021003362A2 (es) | 2021-07-19 |
| EP3839149A1 (en) | 2021-06-23 |
| CN109295972A (zh) | 2019-02-01 |
| PH12021550571A1 (en) | 2021-10-25 |
| EP3839149A4 (en) | 2022-04-20 |
| KR20210058901A (ko) | 2021-05-24 |
| WO2020062940A1 (zh) | 2020-04-02 |
| JP2022502586A (ja) | 2022-01-11 |
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Owner name: BEIJING KERUIHENGJI CONSTRUCTION TECHNOLOGY DEVELOPMENT CO., LTD. (CN) ; GAO YONGGUANG (CN) ; GAO YUNFEI (CN) Free format text: INDEFERIDO O PEDIDO DE CORRECAO DOS NOMES CONTIDOS NA PETICAO 870210085627 DE 16/09/2021, EM VIRTUDE DE JA ESTAREM CONFORME SOLICITADO. |
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| B08F | Application dismissed because of non-payment of annual fees [chapter 8.6 patent gazette] |
Free format text: REFERENTE A 4A ANUIDADE. |
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| B08K | Patent lapsed as no evidence of payment of the annual fee has been furnished to inpi [chapter 8.11 patent gazette] |
Free format text: EM VIRTUDE DO ARQUIVAMENTO PUBLICADO NA RPI 2726 DE 04-04-2023 E CONSIDERANDO AUSENCIA DE MANIFESTACAO DENTRO DOS PRAZOS LEGAIS, INFORMO QUE CABE SER MANTIDO O ARQUIVAMENTO DO PEDIDO DE PATENTE, CONFORME O DISPOSTO NO ARTIGO 12, DA RESOLUCAO 113/2013. |