CN202416184U - Construction device for formwork for longitudinal wet joint of box girder - Google Patents
Construction device for formwork for longitudinal wet joint of box girder Download PDFInfo
- Publication number
- CN202416184U CN202416184U CN2011205630273U CN201120563027U CN202416184U CN 202416184 U CN202416184 U CN 202416184U CN 2011205630273 U CN2011205630273 U CN 2011205630273U CN 201120563027 U CN201120563027 U CN 201120563027U CN 202416184 U CN202416184 U CN 202416184U
- Authority
- CN
- China
- Prior art keywords
- formwork
- template
- construction device
- wet joint
- construction
- 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
Images
Abstract
The utility model discloses a construction device for a formwork for a longitudinal wet joint of a box girder. In the previous wet joint construction, a scaffold is usually built under a wet joint and is used for supporting a formwork at the wet joint, so that the safety and stability are low, the required quantity of steel pipes is large, and a lot of time and labor are also required in the process of building and dismantling the scaffold. The construction device for the formwork for the longitudinal wet joint of the box girder comprises a formwork (2) with turn buckles (1), wherein the turn buckles are connected with a cradle (5) which is provided with a winch (4) through lifting ropes (3); the cradle is connected with box frames (7) through connecting rods (6); a bamboo plywood (8) is arranged at the lower end of the formwork; battens (9) are arranged at the lower end of the bamboo plywood; and the formwork, the bamboo plywood and the battens are connected through hook bolts (10). The device is used for the construction of formworks for longitudinal wet joints.
Description
Technical field:
the utility model relates to a kind of novel building construction equipment, is specifically related to the vertically wet seam template construction device of a kind of case beam.
Background technology:
are in wet seam construction in the past; Adopted is below wet seam, to set up scaffold more; Template in order to the support wet seam crossing; Not only safety, poor stability, and the demand pipe amount is bigger, in the process of setting up and dismantle scaffold, needs great amount of time and manpower.
Summary of the invention:
The purpose of
the utility model provides a kind of scaffold that do not use, and can directly directly install and fix the vertically wet seam template construction device of case beam of template in wet seam bottom.
Above-mentioned purpose realizes through following technical scheme:
The vertically wet seam template construction device of
a kind of case beam; Its composition comprises: the template that has flower basket bolt; Described flower basket bolt connects the reel cage that has winch through lifting rope, and described reel cage connects tank tower through connecting rod, and described template lower end is lined with the bamboo offset plate; Described bamboo offset plate lower end is lined with flitch, is connected with HOOK BOLTS between described template and described bamboo offset plate and the described flitch.
The vertically wet seam template construction device of
described case beam; All has the hole of wearing HOOK BOLTS between described template and described bamboo offset plate and the described flitch; Described HOOK BOLTS comprises shank of bolt, and described shank of bolt is equipped with the PVC sleeve pipe.
Beneficial effect:
1. the utility model can make and need not set up scaffold below the wet seam, need not special lease and buy, and only need 3-5 people to construct, and have saved a large amount of construction costs.
Scaffold is not used in
2. the utility model, and the construction minimizing manpower consumption than has in the past saved a large amount of operating expenses, has improved work efficiency of workers and safety guarantee.
3. the utility model make things convenient for the eminence construction, reduce labour demand, improve the reliability and the safety of construction.
Description of drawings:
accompanying drawing 1 is the structural representation of this product.
accompanying drawing 2 is left views of accompanying drawing 1.
accompanying drawing 3 is structural representations of template in the accompanying drawing 1.
accompanying drawing 4 is working drawings of accompanying drawing 1.
accompanying drawing 5 is partial enlarged drawings of accompanying drawing 2.
The specific embodiment:
Embodiment 1:
The vertically wet seam template construction device of
a kind of case beam; Its composition comprises: the template 2 that has flower basket bolt 1; Described flower basket bolt connects the reel cage 5 that has winch 4 through lifting rope 3, and described reel cage connects tank tower 7 through connecting rod 6, and described template lower end is lined with bamboo offset plate 8; Described bamboo offset plate lower end is lined with flitch 9, is connected with HOOK BOLTS 10 between described template and described bamboo offset plate and the described flitch.
Embodiment 2:
The vertically wet seam template construction device of
embodiment 1 described case beam; All has the hole 11 of wearing HOOK BOLTS between described template and described bamboo offset plate and the described flitch; Described HOOK BOLTS comprises shank of bolt 12, and described shank of bolt is equipped with PVC sleeve pipe 13.
Embodiment 3:
The vertically wet seam template construction device of
embodiment 1 or 2 described case beams shown in accompanying drawing 1, accompanying drawing 2, accompanying drawing 3 and accompanying drawing 4, is processed into template shown in the accompanying drawing 3 before the construction on the ground; After machining, template puts on screw rod, PVC sleeve pipe and flower basket bolt on the screw on the diagonal angle, PVC sleeve pipe on all the other 4 screw jackets in the HOOK BOLTS hole site; And use bolt; Show shown in 2 that like accompanying drawing each flower basket bolt all links to each other with a reel cage, after flower basket bolt and reel cage connect; Wheel is shaken on both sides simultaneously, and template synchronous is risen.When template rises to wet seam bottom, be shown in wet seam top like 4 in accompanying drawing and set up horizontal flitch, 2 flitches are one group, are used for fixing bolt, the chock piece in the flitch bottom, easy disassembly.
Claims (2)
1. the vertically wet seam template construction device of a case beam; Its composition comprises: the template that has flower basket bolt; It is characterized in that: described flower basket bolt connects the reel cage that has winch through lifting rope, and described reel cage connects tank tower through connecting rod, and described template lower end is lined with the bamboo offset plate; Described bamboo offset plate lower end is lined with flitch, is connected with HOOK BOLTS between described template and described bamboo offset plate and the described flitch.
2. the vertically wet seam template construction device of case beam according to claim 1; It is characterized in that: all have the hole of wearing HOOK BOLTS between described template and described bamboo offset plate and the described flitch; Described HOOK BOLTS comprises shank of bolt, and described shank of bolt is equipped with the PVC sleeve pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205630273U CN202416184U (en) | 2011-12-29 | 2011-12-29 | Construction device for formwork for longitudinal wet joint of box girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205630273U CN202416184U (en) | 2011-12-29 | 2011-12-29 | Construction device for formwork for longitudinal wet joint of box girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202416184U true CN202416184U (en) | 2012-09-05 |
Family
ID=46740963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205630273U Expired - Fee Related CN202416184U (en) | 2011-12-29 | 2011-12-29 | Construction device for formwork for longitudinal wet joint of box girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202416184U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900021A (en) * | 2012-09-28 | 2013-01-30 | 中铁四局集团第一工程有限公司 | Split mounting type bridge wet joint construction method |
| CN103306205A (en) * | 2013-06-09 | 2013-09-18 | 中国十七冶集团有限公司 | Construction method of longitudinal wet joint formwork of prefabricated T beam or box beam |
| CN103510466A (en) * | 2013-10-11 | 2014-01-15 | 中铁十九局集团有限公司 | Wet joint construction method of T-shaped beam bridge floor system |
| CN103758045A (en) * | 2014-02-20 | 2014-04-30 | 中铁十局集团第三建设有限公司 | Box girder wet joint formwork construction method under space limitation condition |
| CN107747282A (en) * | 2017-11-24 | 2018-03-02 | 中铁十局集团第工程有限公司 | On across both wired old bridge overall pulling down methods |
| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN109024241A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of prefabricated assembled arch box and attaching method thereof |
| CN110777665A (en) * | 2019-11-08 | 2020-02-11 | 广州市第三市政工程有限公司 | Construction method of cast-in-situ box girder skylight supporting template |
-
2011
- 2011-12-29 CN CN2011205630273U patent/CN202416184U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900021A (en) * | 2012-09-28 | 2013-01-30 | 中铁四局集团第一工程有限公司 | Split mounting type bridge wet joint construction method |
| CN103306205A (en) * | 2013-06-09 | 2013-09-18 | 中国十七冶集团有限公司 | Construction method of longitudinal wet joint formwork of prefabricated T beam or box beam |
| CN103510466A (en) * | 2013-10-11 | 2014-01-15 | 中铁十九局集团有限公司 | Wet joint construction method of T-shaped beam bridge floor system |
| CN103510466B (en) * | 2013-10-11 | 2015-07-01 | 中铁十九局集团有限公司 | Wet joint construction method of T-shaped beam bridge floor system |
| CN103758045A (en) * | 2014-02-20 | 2014-04-30 | 中铁十局集团第三建设有限公司 | Box girder wet joint formwork construction method under space limitation condition |
| CN103758045B (en) * | 2014-02-20 | 2016-06-08 | 中铁十局集团第三建设有限公司 | Box girder wet joint formwork construction method under space limitation condition |
| CN107747282A (en) * | 2017-11-24 | 2018-03-02 | 中铁十局集团第工程有限公司 | On across both wired old bridge overall pulling down methods |
| CN107747282B (en) * | 2017-11-24 | 2019-03-01 | 中铁十一局集团第一工程有限公司 | On across both wired old bridge overall pulling down methods |
| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN109024241A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of prefabricated assembled arch box and attaching method thereof |
| CN110777665A (en) * | 2019-11-08 | 2020-02-11 | 广州市第三市政工程有限公司 | Construction method of cast-in-situ box girder skylight supporting template |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202416184U (en) | Construction device for formwork for longitudinal wet joint of box girder | |
| CN201826525U (en) | Climbing shuttering system device for buildings | |
| CN201158933Y (en) | High-rise maintaining scaffold device with extruding structure | |
| CN103397728B (en) | Formwork panel dismountable and thickness adjustable combined steel bar truss floor bearing plate | |
| CN201546435U (en) | Bolted stayed cantilever scaffold | |
| CN203808484U (en) | Integrated cantilevered and attached external scaffolding | |
| CN203834926U (en) | Formwork erecting structure for bare concrete basement exterior wall | |
| CN202401769U (en) | Detachable concrete cloth machine for self-elevating creeping formwork system | |
| CN103993666A (en) | Improved supporting system construction method suitable for large overhung outer floating plate roof | |
| CN201794286U (en) | Hanging combined external scaffold and triangular supporting device thereof | |
| CN204059901U (en) | A kind of high-altitude construction operation platform | |
| CN101575890A (en) | Girder and profiled steel sheet concrete combined floor construction method without support of hack lever | |
| CN203729623U (en) | Assembled machining shed for building construction | |
| CN205977241U (en) | A steel shotcrete for native tunnel | |
| CN204456813U (en) | A kind of single support operation platform for elevator hoistways | |
| CN209874434U (en) | Simple and easy scaffold frame of encorbelmenting of building high latitude | |
| CN202559727U (en) | Load-bearing support structure of template of overhead long-span floor slab of building | |
| CN208777676U (en) | A kind of band iron drawknot structure of construction outrigger and structure sheaf | |
| CN203795859U (en) | Large formwork supporting structure for bare concrete shear wall | |
| CN204081468U (en) | A kind of shear-wall strengthening formwork structure | |
| CN104164889A (en) | Demountable tower crane foundation | |
| CN207749859U (en) | A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment | |
| CN203961239U (en) | High-altitude overhanging awning construction operation platform | |
| CN206873922U (en) | A kind of dismountable steel bar truss floor support plate cheek board attachment structure of end template | |
| CN105625711A (en) | Construction-purpose roof template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120905 Termination date: 20131229 |