CN205296829U - Superelevation super large cross -section batter post integrally lift up formula template reinforcerment system - Google Patents
Superelevation super large cross -section batter post integrally lift up formula template reinforcerment system Download PDFInfo
- Publication number
- CN205296829U CN205296829U CN201521089149.8U CN201521089149U CN205296829U CN 205296829 U CN205296829 U CN 205296829U CN 201521089149 U CN201521089149 U CN 201521089149U CN 205296829 U CN205296829 U CN 205296829U
- Authority
- CN
- China
- Prior art keywords
- template
- steel
- batter post
- guide rail
- pulley
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 70
- 239000010959 steel Substances 0.000 claims abstract description 70
- 238000005728 strengthening Methods 0.000 claims description 13
- 238000003466 welding Methods 0.000 claims description 11
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 9
- 239000000725 suspension Substances 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 7
- 241000283690 Bos taurus Species 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 17
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 8
- 238000009416 shuttering Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000009194 climbing Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 241001347978 Major minor Species 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a superelevation super large cross -section batter post integrally lift up formula template reinforcerment system, including slant shaped steel post, the guide rail, the template, wire rope, pre -buried steel pipe, the apron, the hoist engine, pre -buried major part nut, the steel pipe bracing, the floor, the template top is equipped with the upper mounting plate, and the bottom is equipped with down the platform, is connected with concreting bottom the template, the template outside is equipped with the guide rail, is equipped with rings in the upper mounting plate pole setting of template top, the guide rail outside is equipped with slant shaped steel post, slant shaped steel capital portion is equipped with the pulley base, is equipped with the pulley on the pulley base, and the bottom is equipped with the floor, is equipped with the steel sheet between floor and the concrete, steel pipe bracing one end is fixed in the concrete, and one end links to each other with slant shaped steel post, wire rope loops through rings, pulley ground ox and the hoist engine bottom the system and links to each other. The utility model discloses fast, the environment friendly of reinforcerment system construction convenience, construction speed who makes realizes that whole reinforcement of template promotes to the template reinforcerment system of the independent batter post in adaptable super high super large cross -section.
Description
Technical field
This utility model relates to taper pile shuttering hardened system, particularly relates to superelevation super-section batter post integral lifting formwork-strengthening system.
Technical background
Development due to building trade, people have been no longer limited to its structure stress problem for the requirement of building, modern architecture is more and more higher for the requirement of its outward appearance, when traditional structure make us gradually start to produce aestheticly tired, various Special-Shaped Column, batter post are used widely in various landmark things.
Traditional construction of inclined column adopts separate type template assemblies to form mostly, and construction in layer is required for four pieces of templates are lifted respectively each time, then it is combined, reinforces. Owing to being batter post, it is very big to adopt installation form hoisting difficulty in this way, and each layer all needs template is combined, and construction procedure is extremely numerous and diverse, and overall construction progress is slow. Presently, there are a kind of more advanced climbing form system, but this higher from hoisting type creeping formwork technical difficulty, it is necessary to and the producer of specialty could customize, and expensive, construction cost is higher. Traditional taper pile shuttering hardened system stress-bearing capability is more weak, and steel pipe scaffold auxiliary need to be adopted to support, and quantities is big, construction area area is big. Superelevation super-section taper pile shuttering weight and construction loads are all significantly larger than common batter post, and conventional template hardened system has been awkward when tackling superelevation super-section batter post.
Summary of the invention
The superelevation super-section batter post integral lifting formwork-strengthening system that this utility model provides, easy construction, speed of application are fast, environmental friendliness, it is achieved template integral reinforcing promotes.
For achieving the above object, this utility model have employed techniques below scheme:
Superelevation super-section batter post integral lifting formwork-strengthening system includes: oblique steel column, guide rail, template, steel wire rope, embedded steel tube, cover plate, hoist engine, pre-buried bulkhead nut, steel pipe diagonal brace, floor;Four pieces of templates enclose the cross sectional shape of batter post, and die head is provided with upper mounting plate, and upper mounting plate is built installation cover plate, and cover plate is provided with hole of vibrating, steam vent; It is provided with lower platform bottom template, bottom template, adopts the pre-buried bulkhead nut being evenly arranged to be connected with casting concrete, and adopt the embedded steel tube auxiliary below lower platform to support; Being provided with guide rail outside template, die head upper mounting plate vertical rod is provided with suspension ring; Oblique steel column it is provided with outside guide rail; Oblique steel column top is provided with pulley pedestal, and pulley pedestal is provided with pulley, and bottom is provided with floor, is provided with steel plate between floor and concrete, steel plate and concrete is fixed by high-strength bolt; Steel pipe diagonal brace one end is fixed in concrete, and one end is connected with oblique steel column; Steel wire rope passes sequentially through suspension ring, pulley is connected with ground cattle and the hoist engine of system bottom.
Preferably, it is provided with standing screw, fixed form between above-mentioned pre-buried bulkhead nut and template, it is prevented that produce displacement.
Preferably, above-mentioned guide rail interior is provided with truss, bears the pulling force in lifting process or pressure.
Preferably, above-mentioned guide rail adopts cambered design, and radian coincide with oblique steel column, facilitates the overall lifting of template.
Preferably, above-mentioned template upper end is provided with welding angle pad, welding angle steel, each template is fixed with Screw arbor with nut at both-ends, forms square structure.
Beneficial effect:
(1) template deadweight and construction loads connect the batter post structure of molding mainly through embedded nut, carry out stress by type xoncrete structure, and are supported by embedded steel tube auxiliary, form the double; two carrying system of major-minor, and overall structure is solid and reliable.
(2) top adopts screw rod to fasten detachable climbing shuttering, and after template separates, shape also can be fixed by screw rod, it is to avoid the infringement in template entirety lifting process, molded structure caused.
(3) overall lifting is that formwork-strengthening system, built-in fitting etc. all can fully reuse, and self-lifting technology technology is greatly improved efficiency of construction, has saved construction cost.
Accompanying drawing explanation
Fig. 1 is superelevation super-section batter post integral lifting formwork-strengthening system profile;
Fig. 2 is formwork reinforcement structural representation;
Fig. 3 is built-in fitting drawing.
In figure: 1. pulley, 2. pulley pedestal, 3. suspension ring, 4. upper mounting plate vertical rod, 5. upper mounting plate, 6. oblique steel column, 7. truss, 8. guide rail, 9. template, 10. steel wire rope, 11. lower platforms, 12. embedded steel tubes, 13. casting concrete, 14. cover plates, 15. vibrate hole, 16. steam vent, 17. high-strength bolts, 18. ground cattle, 19 hoist engines, 20. pre-buried bulkhead nut, 21. standing screws, 22. steel pipe diagonal brace, 23. floors, 24. concrete, 25. steel plate, 26 Screw arbor with nut at both-ends, 27 nuts, 28. welding angle pad, 29. welding angle steel.
Detailed description of the invention
Just not stating tired in these enforcements such as present embodiment welding procedure, bolt connection construction technique, hoist engine construction technology and concrete pouring construction technique, emphasis sets forth that this utility model relates to the embodiment of structure.
Embodiment 1
Such as Fig. 1-3, superelevation super-section batter post integral lifting formwork-strengthening system includes: oblique steel column 6, guide rail 8, template 9, steel wire rope 10, embedded steel tube 12, cover plate 14, hoist engine 19, pre-buried bulkhead nut 20, steel pipe diagonal brace 22, floor 23; Four pieces of templates 9 enclose the cross sectional shape of batter post, and template 9 top is provided with upper mounting plate 5, and upper mounting plate 5 is built installation cover plate 14, and cover plate 14 is provided with hole 15 of vibrating, steam vent 16;It is provided with lower platform 11 bottom template 9, bottom template 9, adopts the pre-buried bulkhead nut 20 being evenly arranged to be connected with casting concrete 13, and adopt embedded steel tube 12 auxiliary below lower platform 11 to support; Being provided with guide rail 8 outside template 9, template 9 top upper mounting plate vertical rod 4 is provided with suspension ring 3; Oblique steel column 6 it is provided with outside guide rail 8; Oblique steel column 6 top is provided with pulley pedestal 2, and pulley pedestal is provided with pulley 1, and bottom is provided with floor 23, is provided with steel plate 25 between floor 23 and concrete 24, steel plate 25 and concrete 24 is fixed by high-strength bolt 17; Steel pipe diagonal brace 22 one end is fixed in concrete 24, and one end is connected with oblique steel column 6; Steel wire rope 10 passes sequentially through suspension ring 3, pulley 1 is connected with ground cattle 18 and the hoist engine 19 of system bottom.
It is provided with standing screw 21, fixed form, it is prevented that produce displacement between pre-buried bulkhead nut 20 and template 9.
Guide rail 8 is internal is provided with truss 7, bears the pulling force in lifting process or pressure.
Guide rail 8 adopts cambered design, and radian coincide with oblique steel column 6, facilitates the overall lifting of template 9.
Template 9 upper end is provided with welding angle pad 28, welding angle steel 29, each template is fixed with Screw arbor with nut at both-ends 26, forms square structure.
The construction method of superelevation super-section batter post integral lifting formwork-strengthening system is as follows:
(1) four piece of template 9 encloses the cross sectional shape of batter post, template 9 upper end is provided with welding angle pad 28, welding angle steel 29, with Screw arbor with nut at both-ends 26, each template is fixed, form square structure, size according to template 9, designed inclination angle degree arranges oblique steel column 6, and fixes, and pre-buried bulkhead nut 20 and embedded steel tube 12 are installed in template 9 top;
(2) pulley pedestal 2 is installed at oblique steel column 6 top, and pulley pedestal is installed pulley 1, and floor 23 is installed in bottom, installs steel plate 25, steel plate 25 and concrete 24 are fixed by high-strength bolt 17 between floor 23 and concrete 24; Steel pipe diagonal brace 22 one end is fixed in concrete 24, and one end is connected with oblique steel column 6; Steel wire rope 10 passes sequentially through suspension ring 3, pulley 1 is connected with ground cattle 18 and the hoist engine 19 of system bottom;
(3) from template 9 top casting concrete, after casting concrete 13 molding, template 9 promotes along oblique steel column 6 is overall, to be hoisted above embedded steel tube 12, support with embedded steel tube 12, bottom template 9, adopt the pre-buried bulkhead nut 20 being evenly arranged to be connected with casting concrete 13;
(4) after template 9 rises to new horizontal level, carry out concreting again, wait to be poured into close to template 9 top, cover plate 14 is installed, concrete is poured into from the hole 15 of vibrating of cover plate 14, air-out in steam vent 16, first start to build from the hole 15 of vibrating that horizontal absolute altitude is relatively low, building while vibrate, concrete just overflows rear enclosed and vibrates accordingly hole, until all of hole of vibrating completes to build after closing.
Claims (5)
1. superelevation super-section batter post integral lifting formwork-strengthening system, it is characterised in that including: oblique steel column, guide rail, template, steel wire rope, embedded steel tube, cover plate, hoist engine, pre-buried bulkhead nut, steel pipe diagonal brace, floor; Four pieces of templates enclose the cross sectional shape of batter post, and die head is provided with upper mounting plate, and upper mounting plate is built installation cover plate, and cover plate is provided with hole of vibrating, steam vent; It is provided with lower platform bottom template, bottom template, adopts the pre-buried bulkhead nut being evenly arranged to be connected with casting concrete, and adopt the embedded steel tube auxiliary below lower platform to support;Being provided with guide rail outside template, die head upper mounting plate vertical rod is provided with suspension ring; Oblique steel column it is provided with outside guide rail; Oblique steel column top is provided with pulley pedestal, and pulley pedestal is provided with pulley, and bottom is provided with floor, is provided with steel plate between floor and concrete, steel plate and concrete is fixed by high-strength bolt; Steel pipe diagonal brace one end is fixed in concrete, and one end is connected with oblique steel column; Steel wire rope passes sequentially through suspension ring, pulley is connected with ground cattle and the hoist engine of system bottom.
2. superelevation super-section batter post integral lifting formwork-strengthening system according to claim 1, it is characterised in that be provided with standing screw between described pre-buried bulkhead nut and template.
3. superelevation super-section batter post integral lifting formwork-strengthening system according to claim 1, it is characterised in that described guide rail interior is provided with truss.
4. superelevation super-section batter post integral lifting formwork-strengthening system according to claim 1, it is characterised in that described guide rail adopts cambered design, and radian coincide with oblique steel column.
5. superelevation super-section batter post integral lifting formwork-strengthening system according to claim 1, it is characterised in that described template upper end is provided with welding angle pad, welding angle steel, each template is fixed with Screw arbor with nut at both-ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521089149.8U CN205296829U (en) | 2015-12-23 | 2015-12-23 | Superelevation super large cross -section batter post integrally lift up formula template reinforcerment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521089149.8U CN205296829U (en) | 2015-12-23 | 2015-12-23 | Superelevation super large cross -section batter post integrally lift up formula template reinforcerment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296829U true CN205296829U (en) | 2016-06-08 |
Family
ID=56472200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521089149.8U Expired - Fee Related CN205296829U (en) | 2015-12-23 | 2015-12-23 | Superelevation super large cross -section batter post integrally lift up formula template reinforcerment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296829U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265885A (en) * | 2017-07-14 | 2018-07-10 | 上海宝冶集团有限公司 | The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post |
| CN112854804A (en) * | 2021-01-12 | 2021-05-28 | 闫全义 | Existing reinforced concrete column head structure and manufacturing method thereof |
-
2015
- 2015-12-23 CN CN201521089149.8U patent/CN205296829U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265885A (en) * | 2017-07-14 | 2018-07-10 | 上海宝冶集团有限公司 | The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post |
| CN112854804A (en) * | 2021-01-12 | 2021-05-28 | 闫全义 | Existing reinforced concrete column head structure and manufacturing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105464216B (en) | Construction method based on integral lifting formwork-strengthening system superelevation super-section batter post | |
| CN102535843B (en) | Construction method of circular reinforced concrete chimney cylinder wall and hydraulic sliding mould device | |
| CN202090591U (en) | Lift type climbing formwork of building operations | |
| CN102900024B (en) | Using method for overturning die plate for large-scale concrete structure and | |
| CN105586833B (en) | Stiff skeleton steel reinforcement cage global formation large-scale cast-in-place tall pier and thin wall construction method | |
| CN106192758A (en) | A kind of construction method utilizing the cantilever form large-scale high pier stud of construction | |
| CN206267422U (en) | A kind of assembly concrete superposed column | |
| CN105862602B (en) | The convertible template system and its construction method of hollow concrete leaning tower | |
| CN105201195A (en) | Liftable supporting leg type elevator shaft construction platform and method | |
| CN202219536U (en) | Die holder for assembling steel reinforcement cage of prefabricated box girder | |
| CN105220619A (en) | A kind of method of quick manufacture two-wire nose circle solid pier | |
| CN106284980A (en) | A kind of residential building shear wall structure deformation joint wall form manufacture method | |
| CN205636516U (en) | Convertible template system of hollow concrete leaning tower | |
| CN109252656B (en) | High-rise building climbing template and assembling, pouring and lifting method | |
| CN205296829U (en) | Superelevation super large cross -section batter post integrally lift up formula template reinforcerment system | |
| CN102444310A (en) | Method for constructing concrete chimney cylinder body through formwork lifting process | |
| CN103485574A (en) | Method for constructing reinforced concrete structure of tower top of prilling tower | |
| CN201401005Y (en) | Template sliding and lifting device | |
| CN109853945A (en) | A kind of new concrete column template device and its construction method | |
| CN204343319U (en) | Cableway pipe patten pre-embedded anchoring bolts jig | |
| CN203755173U (en) | Formwork device used for hydraulic climbing of bridge high pier | |
| CN203782691U (en) | Underwater pouring type pipe column provided with retaining wall and internal mold system thereof | |
| CN102720360B (en) | Combination device of secondary high building supported lifted and poured cement formwork and building material lifting and lifting box | |
| CN203782715U (en) | Self-floating type inner mold system for under water pouring of hollow pipe column | |
| CN208933913U (en) | Whole revetment wall form mobile device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Xiao Bo Inventor after: Yang Jianguo Inventor after: Gao Bo Inventor after: Chen Quanfu Inventor before: Wang Xinquan |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180329 Address after: 610046 Sichuan city of Chengdu province Wuhou District grass Golden Road No. 9 Patentee after: CITIC GUOAN CONSTRUCTION GROUP Co.,Ltd. Address before: 310015 Hangzhou, Gongshu District Wanda Commercial Center, building 3, room 3, unit 1901, room Patentee before: HANGZHOU JIANGRUN TECHNOLOGY 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: 20160608 |