MY171194A - A construction method of a large-scale raft foundation in a high-temperature environment - Google Patents
A construction method of a large-scale raft foundation in a high-temperature environmentInfo
- Publication number
- MY171194A MY171194A MYPI2014702646A MYPI2014702646A MY171194A MY 171194 A MY171194 A MY 171194A MY PI2014702646 A MYPI2014702646 A MY PI2014702646A MY PI2014702646 A MYPI2014702646 A MY PI2014702646A MY 171194 A MY171194 A MY 171194A
- Authority
- MY
- Malaysia
- Prior art keywords
- raft foundation
- construction
- concrete
- pouring
- construction joint
- Prior art date
Links
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
Landscapes
- Engineering & Computer Science (AREA)
- General 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)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Foundations (AREA)
Abstract
A construction method of a large-scale raft foundation in a high-temperature environment is executed by dividing a raft foundation into small parts for forming a "division of cabins", adopting a recessed construction joint at a middle portion of a thickness of a raft foundation construction joint, laying a layer of geotextile 3 on a non-reinforced concrete cushion 2, laying a layer of PVC waterproof rolling material 4 on the geotextile 3, plastering a mortar leveling layer 5 on the PVC waterproof rolling material 4, disposing a rubber water stop 10 on the construction joint, setting a level grouting pipe 8 and a longitudinal grouting pipe 9 on the rubber water stop 10, pouring small concrete after a complete construction of a recess of the construction joint and the waterproof design, maintaining the concrete for seven days, and subjecting one side or all sides of the poured raft foundation divided into in small parts in the "division of cabins" to an overall push construction method. The subject invention not only assures of not generating crakes but also overcomes a waterproof construction in contradiction to a pouring of raft foundation concrete derived from an" interval pouring" method by pouring one concrete part and preserving another concrete part, thereby increasing a use efficiency of mechanism and shortening the term of works.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310083221.5A CN103205979B (en) | 2013-03-15 | 2013-03-15 | Method for constructing large raft foundation under high temperature |
Publications (1)
Publication Number | Publication Date |
---|---|
MY171194A true MY171194A (en) | 2019-10-01 |
Family
ID=48753371
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
MYPI2014702646A MY171194A (en) | 2013-03-15 | 2013-07-08 | A construction method of a large-scale raft foundation in a high-temperature environment |
Country Status (3)
Country | Link |
---|---|
CN (1) | CN103205979B (en) |
MY (1) | MY171194A (en) |
WO (1) | WO2014139252A1 (en) |
Families Citing this family (34)
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CN104264676A (en) * | 2014-09-25 | 2015-01-07 | 沈建东 | Construction method of mass concrete of high-rise building foundations |
CN104499498B (en) * | 2014-12-24 | 2016-11-23 | 河北省电力勘测设计研究院 | A kind of construction method of mass concrete building |
CN104746526B (en) * | 2015-04-10 | 2016-06-15 | 天津市赛英工程技术咨询有限公司 | A kind of raft foundation with fluid pipeline path |
CN106120873B (en) * | 2016-07-06 | 2019-07-26 | 江苏江中集团有限公司 | A kind of construction method of pile-raft foundation pre-installed and inverted adhered composite high-molecular waterproof roll |
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CN108547337B (en) * | 2016-11-22 | 2020-02-28 | 叶香菲 | Foundation construction technology for building foundation |
CN109024700A (en) * | 2017-02-27 | 2018-12-18 | 中冶建工集团有限公司 | A kind of water-proof concrete configuration device and its building basement external wall waterproof construction method |
CN106869188A (en) * | 2017-04-07 | 2017-06-20 | 黄以恒 | The constructing structure and its construction method of a kind of sole plate post-poured strip anti-seep water |
WO2018214144A1 (en) * | 2017-05-26 | 2018-11-29 | 南通八建集团有限公司 | Construction control method for 3.3 m thick raft foundation for super high-rise housing project |
CN109308362B (en) * | 2017-07-28 | 2022-12-13 | 广联达科技股份有限公司 | Method and system for constructing raft plate post-cast strip and computer device |
CN108240038B (en) * | 2018-03-15 | 2023-09-08 | 北京城建集团有限责任公司 | Ultra-large plane concrete structure based on multistage grid type post-cast strip and construction method |
CN108867822A (en) * | 2018-08-10 | 2018-11-23 | 中建八局第二建设有限公司 | A kind of constructing device and its construction method of anti-water Double-layer floor drain |
CN109208907A (en) * | 2018-10-19 | 2019-01-15 | 中国十七冶集团有限公司 | High temperature and the temperature difference it is big under conditions of overlength reinforced concrete wall panel compartment construction method |
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CN111335364B (en) * | 2020-03-06 | 2022-07-26 | 河北建设集团股份有限公司 | Construction method for steel bar structure at concrete outer wall column when steel plate waterstop meets concrete |
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CN112681324A (en) * | 2020-12-16 | 2021-04-20 | 中建科技集团有限公司 | Construction method of underground ultra-long thin-wall concrete structure and concrete |
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Family Cites Families (10)
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JP2000212971A (en) * | 1999-01-25 | 2000-08-02 | Hitoshi Mori | Pc foundation slab and pc foundation beam member for mat foundation, and work method for mat foundation using them |
KR100412980B1 (en) * | 2001-08-07 | 2003-12-31 | 주식회사유신코퍼레이션 | Method for reducing heat of hydration generated from mass concrete |
JP2007039948A (en) * | 2005-08-02 | 2007-02-15 | Canadian Home Kk | Foundation construction method and foundation |
JP2008285808A (en) * | 2007-05-15 | 2008-11-27 | Ksk:Kk | Composition for leveling material, and its use method |
CN101962997A (en) * | 2010-09-30 | 2011-02-02 | 天津二十冶建设有限公司 | Mass concrete construction method of super-thick foundation |
CN102041809A (en) * | 2010-11-17 | 2011-05-04 | 中国核工业华兴建设有限公司 | Construction method for nuclear island raft foundation of nuclear power station |
CN102433930A (en) * | 2011-08-26 | 2012-05-02 | 中国建筑东北设计研究院有限公司 | Overground-underground bidirectional ultra-long concrete seamless design method |
CN102425307B (en) * | 2011-10-19 | 2012-09-05 | 江苏瑞峰建设集团有限公司 | Casting method for avoiding formation of mass concrete cracks |
CN102363960A (en) * | 2011-11-23 | 2012-02-29 | 国核工程有限公司 | Large-volume concrete pouring method for nuclear island raft foundation |
CN102653946A (en) * | 2012-05-21 | 2012-09-05 | 中国十七冶集团有限公司 | Waterproof construction method for setting rubber waterstop at bottom of reinforced concrete raft foundation |
-
2013
- 2013-03-15 CN CN201310083221.5A patent/CN103205979B/en active Active
- 2013-07-08 MY MYPI2014702646A patent/MY171194A/en unknown
- 2013-07-08 WO PCT/CN2013/078991 patent/WO2014139252A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
CN103205979B (en) | 2015-04-08 |
WO2014139252A1 (en) | 2014-09-18 |
CN103205979A (en) | 2013-07-17 |
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