CN104294823B - 一种预应力管桩抗浮桩筏结构的施工方法 - Google Patents
一种预应力管桩抗浮桩筏结构的施工方法 Download PDFInfo
- Publication number
- CN104294823B CN104294823B CN201410537796.4A CN201410537796A CN104294823B CN 104294823 B CN104294823 B CN 104294823B CN 201410537796 A CN201410537796 A CN 201410537796A CN 104294823 B CN104294823 B CN 104294823B
- Authority
- CN
- China
- Prior art keywords
- pile
- anchor cable
- prestressed pipe
- stake
- middle board
- 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.)
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Links
- 238000007667 floating Methods 0.000 title claims abstract description 21
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000003780 insertion Methods 0.000 claims abstract description 12
- 230000037431 insertion Effects 0.000 claims abstract description 12
- 238000002955 isolation Methods 0.000 claims abstract description 12
- 210000002435 tendon Anatomy 0.000 claims abstract description 11
- 239000011083 cement mortar Substances 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 32
- 239000010959 steel Substances 0.000 claims description 32
- 239000007787 solid Substances 0.000 claims description 10
- 239000002002 slurry Substances 0.000 claims description 9
- 238000005056 compaction Methods 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 230000010412 perfusion Effects 0.000 claims description 2
- 238000000605 extraction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 239000004927 clay Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 3
- 238000007569 slipcasting Methods 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 235000019698 starch Nutrition 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- 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
- E02D5/58—Prestressed concrete piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
-
- 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
- E02D5/50—Piles comprising both precast concrete portions and concrete portions cast in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0046—Production methods using prestressing techniques
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410537796.4A CN104294823B (zh) | 2014-10-13 | 2014-10-13 | 一种预应力管桩抗浮桩筏结构的施工方法 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410537796.4A CN104294823B (zh) | 2014-10-13 | 2014-10-13 | 一种预应力管桩抗浮桩筏结构的施工方法 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104294823A CN104294823A (zh) | 2015-01-21 |
CN104294823B true CN104294823B (zh) | 2016-08-24 |
Family
ID=52314753
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410537796.4A Active CN104294823B (zh) | 2014-10-13 | 2014-10-13 | 一种预应力管桩抗浮桩筏结构的施工方法 |
Country Status (1)
Country | Link |
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CN (1) | CN104294823B (zh) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105220714B (zh) * | 2015-09-09 | 2017-09-08 | 杭州江润科技有限公司 | 内置锚索灌芯复合式预应力管桩抗浮结构施工方法 |
CN108301428A (zh) * | 2018-03-23 | 2018-07-20 | 健安诚(内蒙古)新能源科技有限公司 | 桩顶预张拉后张桩基础及施工工艺 |
CN109083205A (zh) * | 2018-09-05 | 2018-12-25 | 江苏中柢建设集团有限公司 | 一种管桩抗浮桩筏结构 |
CN109853535B (zh) * | 2019-01-18 | 2023-10-27 | 吴洪林 | 一种混凝土预制桩上浮长度自动补偿装置 |
CN113463629B (zh) * | 2021-06-25 | 2022-11-25 | 江苏泰建建设集团有限公司 | 一种内置锚索组合抗拔管桩的施工结构及施工方法 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5847823A (ja) * | 1981-09-16 | 1983-03-19 | Toshio Enoki | 場所打コンクリ−ト杭の築造方法 |
JP2000328583A (ja) * | 1999-05-21 | 2000-11-28 | Takenaka Komuten Co Ltd | 杭基礎の浮き上がり減衰機構 |
CN102345292A (zh) * | 2011-07-21 | 2012-02-08 | 从卫民 | 一种带有扩大头的复合预应力抗拔桩 |
CN103993611A (zh) * | 2014-05-20 | 2014-08-20 | 杭州江润科技有限公司 | 一种深层旋喷水泥土板与锚杆组合抗浮桩筏结构及施工方法 |
CN204174616U (zh) * | 2014-10-13 | 2015-02-25 | 安徽天筑建设(集团)有限公司 | 预应力管桩抗浮桩筏结构 |
-
2014
- 2014-10-13 CN CN201410537796.4A patent/CN104294823B/zh active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5847823A (ja) * | 1981-09-16 | 1983-03-19 | Toshio Enoki | 場所打コンクリ−ト杭の築造方法 |
JP2000328583A (ja) * | 1999-05-21 | 2000-11-28 | Takenaka Komuten Co Ltd | 杭基礎の浮き上がり減衰機構 |
CN102345292A (zh) * | 2011-07-21 | 2012-02-08 | 从卫民 | 一种带有扩大头的复合预应力抗拔桩 |
CN103993611A (zh) * | 2014-05-20 | 2014-08-20 | 杭州江润科技有限公司 | 一种深层旋喷水泥土板与锚杆组合抗浮桩筏结构及施工方法 |
CN204174616U (zh) * | 2014-10-13 | 2015-02-25 | 安徽天筑建设(集团)有限公司 | 预应力管桩抗浮桩筏结构 |
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Publication number | Publication date |
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CN104294823A (zh) | 2015-01-21 |
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SE01 | Entry into force of request for substantive examination | ||
C41 | Transfer of patent application or patent right or utility model | ||
CB03 | Change of inventor or designer information |
Inventor after: Wang Xinquan Inventor before: Li Shaozhong Inventor before: Zhang Jialun Inventor before: Wang Liming Inventor before: Li Wei Inventor before: Zhang Feng |
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COR | Change of bibliographic data | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20160518 Address after: 310015 Hangzhou, Gongshu District Wanda Commercial Center, building 3, room 3, unit 1901, room Applicant after: HANGZHOU JIANGRUN TECHNOLOGY Ltd. Address before: 236000 Anhui city of Fuyang province Kui Xing Lu No. 17 Applicant before: Anhui Tianzhu construction (Group) Co.,Ltd. |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20180601 Address after: 225200 Xindu Road, Jiangdu District, Yangzhou, Jiangsu Province, No. 399 Patentee after: JIANGSU HUAJIANG CONSTRUCTION GROUP Co.,Ltd. Address before: 310015 room 1901, unit 3, 3 Wanda Commercial Center, Gongshu District, Hangzhou, Zhejiang. Patentee before: HANGZHOU JIANGRUN TECHNOLOGY Ltd. |
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PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A construction method of prestressed pipe pile anti-floating pile raft structure Effective date of registration: 20230129 Granted publication date: 20160824 Pledgee: Yangzhou Branch of Bank of Jiangsu Co.,Ltd. Pledgor: JIANGSU HUAJIANG CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2023980031288 |