CN102619331B - Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring - Google Patents
Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring Download PDFInfo
- Publication number
- CN102619331B CN102619331B CN201110056082.8A CN201110056082A CN102619331B CN 102619331 B CN102619331 B CN 102619331B CN 201110056082 A CN201110056082 A CN 201110056082A CN 102619331 B CN102619331 B CN 102619331B
- Authority
- CN
- China
- Prior art keywords
- conversion layer
- beam slab
- beam plate
- template
- concrete
- 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.)
- Expired - Fee Related
Links
- 238000006243 chemical reaction Methods 0.000 title claims abstract description 63
- 238000010276 construction Methods 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 30
- 239000010959 steel Substances 0.000 title claims abstract description 30
- 238000000465 moulding Methods 0.000 title abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000012546 transfer Methods 0.000 claims description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 33
- 210000003205 muscle Anatomy 0.000 description 24
- 238000000034 method Methods 0.000 description 10
- 230000008569 process Effects 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 238000005086 pumping Methods 0.000 description 5
- 238000009416 shuttering Methods 0.000 description 4
- 230000007704 transition Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 2
- 244000046052 Phaseolus vulgaris Species 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 238000010408 sweeping Methods 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 2
- 108010068370 Glutens Proteins 0.000 description 1
- 238000012550 audit Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000000641 cold extrusion Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 235000021312 gluten Nutrition 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 230000003094 perturbing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 230000008646 thermal stress Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
Description
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201110056082.8A CN102619331B (en) | 2011-03-08 | 2011-03-08 | Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201110056082.8A CN102619331B (en) | 2011-03-08 | 2011-03-08 | Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102619331A CN102619331A (en) | 2012-08-01 |
CN102619331B true CN102619331B (en) | 2014-07-16 |
Family
ID=46559514
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201110056082.8A Expired - Fee Related CN102619331B (en) | 2011-03-08 | 2011-03-08 | Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102619331B (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103015716A (en) * | 2012-11-28 | 2013-04-03 | 泰兴市第一建筑安装工程有限公司 | Construction method for ultra-wide section conversion beam steel engineering |
CN103397778A (en) * | 2013-04-27 | 2013-11-20 | 瑞华建设集团有限公司 | Method for constructing high-rise commercial and residential building structure transfer floor |
CN103276894A (en) * | 2013-06-04 | 2013-09-04 | 河南国基建设集团有限公司 | Support system of large-cross-section girder transfer floor of hollow floor system and construction technology |
CN103526928B (en) * | 2013-09-22 | 2017-02-22 | 中国建筑第八工程局有限公司 | High-rise cantilever conversion spatial frame structure construction method |
CN103526932B (en) * | 2013-10-24 | 2015-04-22 | 浩嘉恒业建设发展有限公司 | Section steel self-unloading construction method of high-rise building conversion beam |
CN103866979A (en) * | 2014-02-27 | 2014-06-18 | 中天建设集团有限公司 | Construction method for conversion layer unloading type formwork system |
CN104060760B (en) * | 2014-06-19 | 2016-09-07 | 浙江勤业建工集团有限公司 | High Rise Building Transfer Floor Structure concrete super large beam construction in layer method |
CN107460948B (en) * | 2017-08-16 | 2019-09-13 | 长安大学 | The double-deck RC plate-type transfer floor and construction method of superstructure are poured after a kind of |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10325173A (en) * | 1997-05-27 | 1998-12-08 | Kobayashi Jun | Construction method of beam, beam formwork device, and cap for side plate |
CN201292572Y (en) * | 2008-11-19 | 2009-08-19 | 江苏省江建集团有限公司 | Late poured band aerial conversion layer |
CN101761231A (en) * | 2009-12-31 | 2010-06-30 | 青建集团股份公司 | Supporting structure of beam type conversion layer template and method for strengthening substructure |
CN101818570B (en) * | 2010-03-23 | 2011-06-15 | 南通宏华建筑安装有限公司 | Method for constructing girder structure conversion layer of high-rise building |
CN101914990B (en) * | 2010-07-28 | 2012-07-25 | 重庆建工第二建设有限公司 | Beam-type transition layer cast-in-situ crossbeam construction formwork supporting system |
-
2011
- 2011-03-08 CN CN201110056082.8A patent/CN102619331B/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
CN102619331A (en) | 2012-08-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102619331B (en) | Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring | |
US8161691B2 (en) | Precast composite structural floor system | |
CN101818570B (en) | Method for constructing girder structure conversion layer of high-rise building | |
CN103850363B (en) | Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall | |
CN102900022A (en) | Hydraulic climbing formwork construction method for leaning tower of cable-stayed bridge | |
EP2559817A2 (en) | Adjustable system for embedded union of prefabricated concrete elements for building structures, and method for performing the union of prefabricated concrete elements | |
CN104746435A (en) | Wide-angle Y-shaped pier column construction method | |
CN104480922B (en) | Space truss formwork system and construction method thereof | |
CN107476470A (en) | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method | |
CN109898848B (en) | Climbing type integral steel platform formwork system and construction method thereof | |
CN204899204U (en) | Mouthful structure concrete structure's of department a template system fetches earth among reverse construction method | |
CN103821359A (en) | Large-cross-section concrete beam layered casting construction method | |
CN112502714B (en) | Assembled shaft barrel structure and design and construction method | |
CN111379335A (en) | Node connecting device of reinforced concrete column and girder steel | |
CN112030772A (en) | Rapid construction method of continuous rigid frame bridge | |
JP2008031733A (en) | Bridge erection method | |
CN106894544B (en) | Embedded single-layer steel plate-concrete combined shear wall and construction method thereof | |
CN109457814B (en) | Construction method for top cover of high-rise and large-diameter building based on Bailey truss structure | |
CN101798856B (en) | Steel-concrete combined beam and construction method thereof | |
CN103397778A (en) | Method for constructing high-rise commercial and residential building structure transfer floor | |
CN110528734A (en) | A kind of steel-concrete combination shear wall with short piers | |
CN114717968A (en) | Construction method for main tower of cable-stayed bridge | |
CN107905115A (en) | Through Steel pipe concrete truss combination beamss bridge construction method | |
CN110528733A (en) | A kind of construction method of steel-concrete combination shear wall with short piers | |
CN103321406B (en) | A kind of support system of tall and big floor template |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20120801 Assignee: In build city and build and establish Group Co., Ltd Assignor: Qing Guangxu Contract record no.: 2015360000066 Denomination of invention: Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring Granted publication date: 20140716 License type: Exclusive License Record date: 20150603 |
|
LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
EC01 | Cancellation of recordation of patent licensing contract | ||
EC01 | Cancellation of recordation of patent licensing contract |
Assignee: In build city and build and establish Group Co., Ltd Assignor: Qing Guangxu Contract record no.: 2015360000066 Date of cancellation: 20180815 |
|
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20191211 Address after: 314300 Yucheng town Yucheng North Bridge, Haiyan County, Jiaxing City, Zhejiang Province Patentee after: Haiyan Shengxin Standard Parts Co., Ltd. Address before: Changde City, Hunan province 415900 Dragon Town Hanshou County Hanshou County Office of energy (the original East Bank) East Building eighth green house Patentee before: Qing Guangxu |
|
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20201126 Address after: 226600 Wangduo industrial concentration zone, Yazhou Town, Hai'an City, Nantong City, Jiangsu Province Patentee after: Jiangsu MeiFan Biotechnology Co., Ltd Address before: 314300 Yucheng town Yucheng North Bridge, Haiyan County, Jiaxing City, Zhejiang Province Patentee before: Haiyan Shengxin Standard Parts Co.,Ltd. |
|
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140716 Termination date: 20210308 |