CN201511439U - System for integrally binding and hoisting box girder steel reinforcement framework - Google Patents
System for integrally binding and hoisting box girder steel reinforcement framework Download PDFInfo
- Publication number
- CN201511439U CN201511439U CN2009202320314U CN200920232031U CN201511439U CN 201511439 U CN201511439 U CN 201511439U CN 2009202320314 U CN2009202320314 U CN 2009202320314U CN 200920232031 U CN200920232031 U CN 200920232031U CN 201511439 U CN201511439 U CN 201511439U
- Authority
- CN
- China
- Prior art keywords
- vertical rod
- inner die
- loose tool
- steel reinforcement
- steel
- 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 - Lifetime
Links
Images
Abstract
The utility model relates to a system for integrally binding and hoisting a box girder steel reinforcement framework, which is characterized in that a vertical rod of an outer tyre formwork is supported on an embedded part; a cross rod and an oblique rod of the outer tyre formwork are provided with semicircle notches; the oblique rod of the outer tyre formwork is supported on the vertical rod by a bolt; a vertical rod of an inner tyre formwork is inserted into a short casing of the inner tyre formwork; and the upper ends of a plurality of long and short inhaul cables are suspended on a truss hoisting carrying pole, and the lower ends thereof penetrate through a top layer steel reinforcement fabric and are sheathed on a steel pipe. The system has the advantages of quickly locating the steel reinforcement, increasing the clearance before the hoisting of the steel reinforcement framework, leading the vertical rod of the inner tyre formwork to be quickly inserted into the fixed position and have no influence on structural steel reinforcement by arranging short casings at the positions of box girder water leakage holes, and having stable hoisting, small deformation, reasonable stress, accurate locating, good integrity, convenient construction and high working efficiency of the steel reinforcement framework as a plurality of long and short inhaul cables are suspended on the truss hoisting carrying pole and the buckles at the lower ends of the inhaul cables are hitched on the steel pipe after penetrating through the top layer steel reinforcement fabric. The system is suitable for prefabricated construction of simply supported box girders of railway standard span prestressed concrete.
Description
Technical field
The utility model relates to a kind of prestressed concrete freely-supported box beam framework of steel reinforcement overall binding, integral hoisting system, be applicable to railway standard span prestressed concrete simple supported box beam prefabricated construction.Belong to the bridge superstructure technical field of construction.
Background technology
Current, in the construction of high-speed railway, Line for Passenger Transportation, adopt standard span (31.5m or 23.5m) prestressed concrete box type simply supported beam morely.In the prefabricated process in beam field, reinforcing bar binding adopts base plate and web reinforcement to separate colligation with the top board reinforcing bar to the railway box beam mostly at the scene, connects into integral body again after treating to hang in respectively in the template; Or adopt after on the reinforcing bar binding loose tool base plate and web reinforcement colligation being finished, hang in internal mold after, the construction method of colligation top board reinforcing bar again.Preceding a kind of construction method had both increased the holding time of reinforcing bar binding operation on precast pedestal, was difficult to satisfy job specfication again to the globality of beam body bar construction and the requirement of accurate positioning; Though a kind of construction method in back also is the overall binding method, but owing to be that the internal mold that pouring concrete is used is used for top board reinforcing bar binding support, be placed in the framework of steel reinforcement in advance, weight when having increased the framework of steel reinforcement integral lifting, improved requirement, the distortion that has also strengthened the base plate reinforcing bar simultaneously to crane gear.
Summary of the invention
The utility model proposes a kind of steel bar framework of box beam overall binding, integral hoisting system, be intended to solve the defective that prior art exists, make the colligation of case beam steel both satisfy the globality of skeleton structure and the accuracy of positioning control, can improve the efficient of steel bar framework of box beam colligation again, also not increase the elevating capacity of lifting appliance simultaneously.
The technical solution adopted in the utility model: steel bar framework of box beam overall binding, the integral hoisting system, its structure is the top that outer loose tool top cross bar is welded on outer loose tool vertical rod, the lower end of outer loose tool brace is connected with bolt with outer loose tool brace lower fulcrum plate, top is with in the loose tool vertical rod outside of outer loose tool brace stull bolt, the lower end of outer loose tool vertical rod 1 is all fixing with the welding of loose tool rod member built-in fitting, inner die vertical rod short sleeve is welded on the loose tool vertical rod built-in fitting, the inner die vertical rod is inserted in the inner die vertical rod short sleeve, the inner die cross bar is linked to be integral body by inner die vertical pole and inner die vertical rod 8, forms the inner die travel(l)ing rest; Reinforcing bar lifting shoulder pole is welded by shaped steel, and the upper end of short drag-line and long drag-line is fixed on the lifting shoulder pole, the steel pipe below the top layer reinforcing bar that the lower end of short drag-line and long drag-line is passed the top layer reinforcing bar of top board and base plate respectively tangles.
The construction method of steel bar framework of box beam overall binding, integral hoisting is characterized in that this construction method comprises the steps:
One, outer loose tool top cross bar is welded on the top of outer loose tool vertical rod, the lower end of outer loose tool brace is connected with bolt with outer loose tool brace lower fulcrum plate, the upper end of outer loose tool brace is with in the loose tool vertical rod outside of outer loose tool brace stull bolt, and the lower end of outer loose tool vertical rod is all fixing with the welding of loose tool rod member built-in fitting;
Two, inner die vertical rod short sleeve is welded on the loose tool vertical rod built-in fitting, the inner die vertical rod is inserted in the inner die vertical rod short sleeve, and the inner die cross bar is linked to be integral body by inner die vertical pole and inner die vertical rod, forms the inner die travel(l)ing rest;
Three, the upper end that will lack drag-line and long drag-line is fixed on the lifting shoulder pole that is welded by shaped steel, and the steel pipe below the top layer reinforcing bar that the lower end of short drag-line and long drag-line is passed the top layer reinforcing bar 15 of top board and base plate respectively tangles is sling whole framework of steel reinforcement.
Advantage of the present utility model:
What 1), reinforcing bar binding inner tube of a tyre mould bases adopted is to install and remove travel(l)ing rest fast, after finishing, installs the base plate reinforcing bar binding during construction, remove before the lifting, make top board reinforcing bar and base plate and web reinforcement on the loose tool frame once colligation become whole, can guarantee the globality of framework of steel reinforcement structure and the accuracy of positioning control, the time that the reinforcing bar binding operation is taken on precast pedestal is the shortest, and easy to operate, quick again.
2), reinforcing bar binding inner tube of a tyre mould bases is pin-connected panel, vertical rod was directly inserted and is arranged in the short sleeve of case beam spilled water hole position when inner die was installed, and did not clash with case beam base arrangement reinforcing bar, install simple, remove rapidly, occupied ground is little.
3), framework of steel reinforcement hangs many drag-lines by the lifting shoulder pole, tangle the steel pipe under the top layer reinforcing bar, steel pipe plays the distribution beam action, thereby steel bar framework of box beam weight is hung on the steel pipe, neither increase the elevating capacity of lifting appliance, make the bulk deformation of framework of steel reinforcement and local deformation reach minimum again.
Description of drawings
Accompanying drawing 1 is the facade layout drawing of steel bar overall binding fetal membrane frame
Accompanying drawing 2 is the movable loose tool frame of internal mold elevation
Accompanying drawing 3 is framework of steel reinforcement integral hoisting system elevation
Among the figure 1 is outer loose tool vertical rod, the 2nd, outer loose tool top cross bar, the 3rd, outer loose tool brace, the 4th, outer loose tool brace stull, the 5th, outer loose tool brace lower fulcrum plate, the 6th, loose tool vertical rod built-in fitting, the 7th, inner die vertical rod short sleeve, the 8th, inner die vertical rod, the 9th, inner die vertical pole, the 10th, inner die cross bar, the 11st, lifting shoulder pole, the 12nd, short drag-line, the 13rd, long drag-line, the 14th, steel pipe, the 15th, top board top layer reinforcing bar, the 16th, base plate top layer reinforcing bar.
Contrast accompanying drawing 1, its structure is the top that outer loose tool top cross bar 2 is welded on outer loose tool vertical rod 1, the lower end of outer loose tool brace 3 is connected with outer loose tool brace lower fulcrum plate 5 usefulness bolts, top is with in the outer loose tool brace stull 4 bolts loose tool vertical rod outside 1, and the lower end of outer loose tool vertical rod 1 is all fixing with the welding of loose tool rod member built-in fitting.
Contrast accompanying drawing 2; its structure is that inner die vertical rod short sleeve 7 is welded on the loose tool vertical rod built-in fitting 6; inner die vertical rod 8 is inserted in the inner die vertical rod short sleeve 7, and inner die cross bar 10 is linked to be integral body by inner die vertical pole 9 and inner die vertical rod 8, forms the inner die travel(l)ing rest.
Contrast accompanying drawing 3, its structure is that reinforcing bar lifting shoulder pole 11 is welded by shaped steel, the upper end of short drag-line 12 and long drag-line 13 is fixed on the lifting shoulder pole 11, and the steel pipe 14 below the top layer reinforcing bar 16 that the lower end is passed the top layer reinforcing bar 15 of top board and base plate respectively tangles is sling whole framework of steel reinforcement.
According to the spaced semicircular notch of steel bar framework of box beam design, the case beam steel can be located directly fast, accurate on described outer loose tool top cross bar and the outer loose tool brace; Outer loose tool brace is fixed by bolts in fulcrum reinforcing bar and the external mold vertical rod, after tie with reinforcing bar is finished, unclamps connecting bolt, and this brace is toppled over backward, and making has big gap between framework of steel reinforcement and the outer loose tool, makes things convenient for framework of steel reinforcement to hang the colligation pedestal.
Described inner die vertical rod and inner die vertical rod short sleeve are steel-tube construction, inner die vertical rod short sleeve is than the big specification of inner die vertical rod caliber, the inner die vertical rod is directly inserted in the inner die vertical rod short sleeve during installation, and vertical pole and the cross bar by the top forms the inner die travel(l)ing rest again; The inner die travel(l)ing rest rises at framework of steel reinforcement and winches to after the top board reinforcing bar leaves the inner die support, is removed.
Described inner die vertical rod built-in fitting is pre-buried according to the position of box-beam structure spilled water hole when reinforcing bar binding pedestal concrete foundation is constructed, inner die vertical rod short sleeve is weldingly fixed on the built-in fitting after measuring accurate location, and inner die vertical rod and box-beam structure reinforcing bar are not clashed.
Long and short drag-line in the described reinforcing bar tackling system is a steel cord structure, latch closure is made in every drag-line bottom, and before the framework of steel reinforcement lifting, long drag-line, short drag-line penetrate steel pipe after passing the top layer bar-mat reinforcement, make steel pipe hold the whole transverse steel of this length range, the whole skeleton of slinging.
Claims (4)
1. steel bar framework of box beam overall binding, the integral hoisting system, it is characterized in that outer loose tool top cross bar is welded on the top of outer loose tool vertical rod, the lower end of outer loose tool brace is connected with bolt with outer loose tool brace lower fulcrum plate, top is with in the loose tool vertical rod outside of outer loose tool brace stull bolt, the lower end of outer loose tool vertical rod is all fixing with the welding of loose tool rod member built-in fitting, inner die vertical rod short sleeve is welded on the loose tool vertical rod built-in fitting, the inner die vertical rod is inserted in the inner die vertical rod short sleeve, the inner die cross bar is linked to be integral body by inner die vertical pole and inner die vertical rod, forms the inner die travel(l)ing rest; Reinforcing bar lifting shoulder pole is welded by shaped steel, and the upper end of short drag-line and long drag-line is fixed on the lifting shoulder pole, the steel pipe below the top layer reinforcing bar that the lower end of short drag-line and long drag-line is passed the top layer reinforcing bar of top board and base plate respectively tangles.
2. steel bar framework of box beam overall binding according to claim 1, integral hoisting system is characterized in that the spaced semicircular notch on described outer loose tool top cross bar and the outer loose tool brace.
3. steel bar framework of box beam overall binding according to claim 1, integral hoisting system is characterized in that described inner die vertical rod and inner die vertical rod short sleeve are steel-tube construction, and inner die vertical rod short sleeve is than the big specification of inner die vertical rod caliber.
4. steel bar framework of box beam overall binding according to claim 1, integral hoisting system is characterized in that described long drag-line, short drag-line are steel cord structure, and latch closure is made in every drag-line bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202320314U CN201511439U (en) | 2009-09-21 | 2009-09-21 | System for integrally binding and hoisting box girder steel reinforcement framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202320314U CN201511439U (en) | 2009-09-21 | 2009-09-21 | System for integrally binding and hoisting box girder steel reinforcement framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201511439U true CN201511439U (en) | 2010-06-23 |
Family
ID=42482840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202320314U Expired - Lifetime CN201511439U (en) | 2009-09-21 | 2009-09-21 | System for integrally binding and hoisting box girder steel reinforcement framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201511439U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383376A (en) * | 2011-08-15 | 2012-03-21 | 中铁六局集团有限公司 | Ground moulding and integral hoisting method for large-tonnage steel bar bound finished product member |
| CN103722297A (en) * | 2013-12-16 | 2014-04-16 | 中铁宝桥集团有限公司 | Compound welding equipment and manufacturing technology for hollow-type transverse diaphragm of steel box beam |
| CN107009510A (en) * | 2017-03-17 | 2017-08-04 | 中交二航局第二工程有限公司 | Prefabricated case beam steel bar overall binding mold and its application method |
| CN109454353A (en) * | 2018-12-07 | 2019-03-12 | 中联重科股份有限公司 | The production method of high altitude operation box type arm support |
-
2009
- 2009-09-21 CN CN2009202320314U patent/CN201511439U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383376A (en) * | 2011-08-15 | 2012-03-21 | 中铁六局集团有限公司 | Ground moulding and integral hoisting method for large-tonnage steel bar bound finished product member |
| CN103722297A (en) * | 2013-12-16 | 2014-04-16 | 中铁宝桥集团有限公司 | Compound welding equipment and manufacturing technology for hollow-type transverse diaphragm of steel box beam |
| CN107009510A (en) * | 2017-03-17 | 2017-08-04 | 中交二航局第二工程有限公司 | Prefabricated case beam steel bar overall binding mold and its application method |
| CN109454353A (en) * | 2018-12-07 | 2019-03-12 | 中联重科股份有限公司 | The production method of high altitude operation box type arm support |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101659082B (en) | System for integral binding and integral hoisting of steel bar framework of box beam and construction method thereof | |
| CN102587286A (en) | Simply supported-continuous construction method for bridge superstructure | |
| KR101456635B1 (en) | Bridge construction method using of form traveller for through bridge and rebar structure | |
| CN103195256A (en) | Hanging column type steel structure jig frame construction method | |
| CN201511439U (en) | System for integrally binding and hoisting box girder steel reinforcement framework | |
| CN102900024A (en) | Overturning die plate for large-scale concrete structure and using method for overturning die plate | |
| CN101906754B (en) | Rigid connection method for steel beam and concrete pier | |
| CN103452350B (en) | Assembling electronic workshop and construction method thereof | |
| CN105088970A (en) | Construction method of corrugated steel web PC box girder cable-stayed bridge | |
| CN105780922A (en) | Construction method for segmental formwork hoisting system of large-span steel reinforced concrete transfer truss | |
| CN201753530U (en) | Simple support box girder reinforcing steel bar integral binding pedestal, hanger frame and bracket thereof | |
| CN110747736B (en) | Rigid skeleton integrated device integrated with lifting appliance and steel reinforcement cage lifting construction method | |
| CN202688844U (en) | Superposed beam stiff skeleton hanging mold integral structure | |
| CN107142954A (en) | The steel lifted trunk Lift-on/Lift-off System and its hanging method of a kind of integral hoisting | |
| CN202185966U (en) | Novel hydraulic internal mold for U-shaped beam | |
| CN102691267A (en) | High pier construction method for external whole operation platform | |
| CN205669259U (en) | Post-tensioned prestressing precast frame | |
| CN202967862U (en) | Lifting appliance for beam channel reinforcement cage | |
| CN211596824U (en) | Construction elevator foundation capable of being circulated | |
| CN207551767U (en) | By the use of precast main beam as the bridge construction hanging device of primary structure member | |
| CN111332936A (en) | Manufacturing method of shoulder pole for hoisting simple shaped steel column die | |
| CN205476466U (en) | Formwork system is hoisted in segmentation of large -span shaped steel concrete conversion truss | |
| CN216583828U (en) | Combination turnover type vertical steel member mounting platform | |
| CN106192767B (en) | A kind of device and construction method that can improve bottom concrete bearing capacity | |
| CN210685282U (en) | Prefabricated rail top air duct assembly structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20100623 Effective date of abandoning: 20090921 |