CN107023018A - 可循环使用、拼装式全钢基坑围护支撑***及其施工方法 - Google Patents
可循环使用、拼装式全钢基坑围护支撑***及其施工方法 Download PDFInfo
- Publication number
- CN107023018A CN107023018A CN201610073141.5A CN201610073141A CN107023018A CN 107023018 A CN107023018 A CN 107023018A CN 201610073141 A CN201610073141 A CN 201610073141A CN 107023018 A CN107023018 A CN 107023018A
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- steel
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- shaped steel
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 139
- 239000010959 steel Substances 0.000 title claims abstract description 139
- 238000010276 construction Methods 0.000 title claims abstract description 29
- 230000003068 static effect Effects 0.000 claims description 13
- 238000009412 basement excavation Methods 0.000 claims description 6
- 230000000994 depressogenic effect Effects 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 230000001105 regulatory effect Effects 0.000 claims description 6
- 238000001514 detection method Methods 0.000 claims description 3
- 239000004088 foaming agent Substances 0.000 claims description 3
- 230000036316 preload Effects 0.000 claims description 3
- 239000003566 sealing material Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 2
- 238000009413 insulation Methods 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 8
- 238000012407 engineering method Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 239000004568 cement Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 238000010835 comparative analysis Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- 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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
-
- 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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/06—Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles
-
- 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
-
- 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
- E02D7/20—Placing by pressure or pulling power
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Revetment (AREA)
Abstract
Description
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610073141.5A CN107023018A (zh) | 2016-02-02 | 2016-02-02 | 可循环使用、拼装式全钢基坑围护支撑***及其施工方法 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610073141.5A CN107023018A (zh) | 2016-02-02 | 2016-02-02 | 可循环使用、拼装式全钢基坑围护支撑***及其施工方法 |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107023018A true CN107023018A (zh) | 2017-08-08 |
Family
ID=59524994
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610073141.5A Pending CN107023018A (zh) | 2016-02-02 | 2016-02-02 | 可循环使用、拼装式全钢基坑围护支撑***及其施工方法 |
Country Status (1)
Country | Link |
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CN (1) | CN107023018A (zh) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108277798A (zh) * | 2018-04-08 | 2018-07-13 | 江苏地基工程有限公司 | 预应力型钢支护桩及其施工方法 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009036009A (ja) * | 2007-07-11 | 2009-02-19 | Ohmoto Gumi Co Ltd | 鋼矢板の継手構造およびその施工方法 |
CN101871215A (zh) * | 2010-05-07 | 2010-10-27 | 上海建工(集团)总公司 | 深基坑施工钢支撑轴力自适应实时补偿***及方法 |
CN103015434A (zh) * | 2012-12-31 | 2013-04-03 | 上海强劲地基工程股份有限公司 | 一种高刚度整体预应力装配式基坑支护内支撑*** |
CN103696429A (zh) * | 2013-12-03 | 2014-04-02 | 中铁十三局集团第三工程有限公司 | 一种异形基坑的砼支撑加鱼腹梁的组合支撑体系及施工方法 |
CN204608753U (zh) * | 2015-04-27 | 2015-09-02 | 振华集团(昆山)建设工程有限公司 | 一种组合钢板桩 |
CN105256813A (zh) * | 2015-11-16 | 2016-01-20 | 戴向胜 | 鱼腹式平衡梁型钢支撑*** |
CN205421274U (zh) * | 2016-02-02 | 2016-08-03 | 上海城地建设股份有限公司 | 可循环使用、拼装式全钢基坑围护支撑*** |
-
2016
- 2016-02-02 CN CN201610073141.5A patent/CN107023018A/zh active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009036009A (ja) * | 2007-07-11 | 2009-02-19 | Ohmoto Gumi Co Ltd | 鋼矢板の継手構造およびその施工方法 |
CN101871215A (zh) * | 2010-05-07 | 2010-10-27 | 上海建工(集团)总公司 | 深基坑施工钢支撑轴力自适应实时补偿***及方法 |
CN103015434A (zh) * | 2012-12-31 | 2013-04-03 | 上海强劲地基工程股份有限公司 | 一种高刚度整体预应力装配式基坑支护内支撑*** |
CN103696429A (zh) * | 2013-12-03 | 2014-04-02 | 中铁十三局集团第三工程有限公司 | 一种异形基坑的砼支撑加鱼腹梁的组合支撑体系及施工方法 |
CN204608753U (zh) * | 2015-04-27 | 2015-09-02 | 振华集团(昆山)建设工程有限公司 | 一种组合钢板桩 |
CN105256813A (zh) * | 2015-11-16 | 2016-01-20 | 戴向胜 | 鱼腹式平衡梁型钢支撑*** |
CN205421274U (zh) * | 2016-02-02 | 2016-08-03 | 上海城地建设股份有限公司 | 可循环使用、拼装式全钢基坑围护支撑*** |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108277798A (zh) * | 2018-04-08 | 2018-07-13 | 江苏地基工程有限公司 | 预应力型钢支护桩及其施工方法 |
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PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
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CB02 | Change of applicant information | ||
CB02 | Change of applicant information |
Address after: 502-1, area B, No.1, Lane 518, Hengyong Road, Jiading District, Shanghai, 201806 Applicant after: Shanghai chengdixiangjiang Data Technology Co.,Ltd. Applicant after: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Address before: 502-1, area B, No.1, Lane 518, Hengyong Road, Jiading District, Shanghai, 201806 Applicant before: SHANGHAI CHENGDI CONSTRUCTION Co.,Ltd. Applicant before: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. |
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RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170808 |