CN204097878U - A kind ofly transfer suspension bracket for what transfer mobile formwork - Google Patents
A kind ofly transfer suspension bracket for what transfer mobile formwork Download PDFInfo
- Publication number
- CN204097878U CN204097878U CN201320734008.1U CN201320734008U CN204097878U CN 204097878 U CN204097878 U CN 204097878U CN 201320734008 U CN201320734008 U CN 201320734008U CN 204097878 U CN204097878 U CN 204097878U
- Authority
- CN
- China
- Prior art keywords
- transfer
- suspension bracket
- spandrel girder
- mobile formwork
- anchoring beam
- 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
Abstract
The utility model discloses and a kind ofly transfer suspension bracket for what transfer mobile formwork, relate to the realm of building construction, aim to provide a kind of simplify construction, safety controlled, reduce risk, reduction of erection time, cost-saving transfer suspension bracket for what transfer mobile formwork.Describedly transfer that suspension bracket comprises lower spandrel girder (5), the lower anchoring beam (6) of being fixed on lower spandrel girder, be positioned at the upper spandrel girder (7) above lower anchoring beam and be fixed on the upper anchoring beam (8) on spandrel girder.The utility model transfers suspension bracket by use, only utilizes ordinary jack and fining twisted steel just can transfer to ground or steel platform by heavy for the behaviour such as mobile formwork member integrated, then carries out faling apart and tear construction open.The use of transferring suspension bracket simplifies working procedure, improves dismounting efficiency, has saved construction cost, has shortened the construction period, and work progress safety is controlled, reduces Demolition Construction security risk, has significant economic and social benefit.
Description
Technical field
The utility model relates to the realm of building construction, particularly a kind ofly transfers suspension bracket for what transfer mobile formwork.
Background technology
Construction Through Form on Traveler is the common method of the continuous construction of cast-in-situ box-beam of current prestressed concrete, the prefered method of the box girder construction under the rough topography condition such as especially waterborne, river valley.But after box girder construction, mobile formwork template and case case bay little, and it is removed as work high above the ground, and blocked breaking is except often very difficult.And adopt large-tonnage hydraulic continuous jack entirety to transfer, no matter although can not only reduce dismounting difficulty, and can ensure its dismounting progress, be that purchase or lease large-tonnage hydraulic continuous jack price are all very expensive, and its frequency of utilization may not be high, uneconomical.
Utility model content
In order to overcome above-mentioned defect, the technical problems to be solved in the utility model is: provide a kind of simplify construction, safety controlled, reduce risk, reduction of erection time, cost-saving transfer suspension bracket for what transfer mobile formwork.
The utility model is the technical scheme solving the problems of the technologies described above employing: a kind ofly transfer suspension bracket for what transfer mobile formwork, comprises lower spandrel girder, the lower anchoring beam be fixed on lower spandrel girder, is positioned at the upper spandrel girder above lower anchoring beam and is fixed on the upper anchoring beam on spandrel girder.
Described lower spandrel girder is positioned on levelling concrete beam face.
Described lower anchoring beam has two, lays respectively at the both sides on lower spandrel girder top.
Described upper spandrel girder two ends are trapezoidal.
Described upper anchoring beam has two, lays respectively at the two ends on spandrel girder top.
Described suspension bracket of transferring adopts fining twisted steel as lifting load bearing element.
Described fining twisted steel runs through the lower spandrel girder of transferring suspension bracket, lower anchoring beam, upper spandrel girder and upper anchoring beam.
The beneficial effects of the utility model are:
Transferring suspension bracket by using, only utilizing ordinary jack and fining twisted steel just can transfer to ground or steel platform by heavy for the behaviour such as mobile formwork member integrated, then carrying out faling apart and tear construction open.
The use that the utility model transfers suspension bracket simplifies working procedure, improves dismounting efficiency, has saved construction cost, has shortened the construction period, and work progress safety is controlled, reduces Demolition Construction security risk, has significant economic and social benefit.
Accompanying drawing explanation
Illustrate described in the utility model a kind of for transferring transferring of mobile formwork below in conjunction with accompanying drawing
Suspension bracket.
Fig. 1 is mobile formwork structural representation;
Fig. 2 transfers hanger structure schematic diagram.
In figure: the bridge of the nose before 1-, 2-bracket A, 3-bracket B, shoulder pole girder in 4-, spandrel girder under 5-, anchoring beam under 6-, the upper spandrel girder of 7-, the upper anchoring beam of 8-, 9-jack, 10-fining twisted steel, 11, concrete fine strain of millet face, shoulder pole girder before 12-.
Detailed description of the invention
As shown in Figure 1-2, a kind ofly transfer suspension bracket for what transfer mobile formwork, comprise lower spandrel girder 5, the lower anchoring beam 6 be fixed on lower spandrel girder, be positioned at the upper spandrel girder 7 above lower anchoring beam and be fixed on the upper anchoring beam 8 on spandrel girder.
Described lower spandrel girder 5 is positioned on levelling concrete beam face 11, is passed to concrete beam face 11 by stressed for lower anchoring beam 6.
Described lower anchoring beam 6 has two, lays respectively at the both sides on lower spandrel girder 5 top, alternately stressed with upper anchoring beam 8, reaches the object transferring mobile formwork.
Described upper spandrel girder 7 two ends are trapezoidal, upper anchoring beam 8 is forced through jack and is passed to concrete beam face 11.
Described upper anchoring beam 8 has two, lays respectively at the two ends on spandrel girder 7 top, alternately stressed with lower anchoring beam 6, reaches the object transferring mobile formwork.
Described suspension bracket of transferring adopts fining twisted steel 10 as lifting load bearing element.
Described fining twisted steel 10 runs through the lower spandrel girder 5 of transferring suspension bracket, lower anchoring beam 6, upper spandrel girder 7 and upper anchoring beam 8.
Use and transfer suspension bracket to transfer the construction sequence of mobile formwork as follows:
Step one: reserve mobile formwork at case top surface of the beam and transfer suspension bracket preformed hole.
Step 2: after box girder webs completes, shoulder pole girder 12, bracket A2, the front bridge of the nose 1 and middle shoulder pole girder 4 before dismounting mobile formwork.
Step 3: install suspension bracket below mobile formwork, removes bracket B3.
Step 4: utilize and transfer jack 9 and fining twisted steel 10, transfers mobile formwork entirety to ground or steel platform by upper anchoring beam 8, lower anchoring beam 6 are alternately stressed, is then fallen apart to tear open and transport.
Should be understood that, above-mentioned detailed description of the invention of the present utility model only for exemplary illustration or explain principle of the present utility model, and is not formed restriction of the present utility model.Therefore, any amendment made when not departing from spirit and scope of the present utility model, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.In addition, the utility model claims be intended to contain fall into claims scope and border or this scope and border equivalents in whole change and modification.
Claims (5)
1. transfer a suspension bracket for what transfer mobile formwork, it is characterized in that: comprise lower spandrel girder (5), the lower anchoring beam (6) of being fixed on lower spandrel girder, be positioned at the upper spandrel girder (7) above lower anchoring beam and be fixed on the upper anchoring beam (8) on spandrel girder; Described suspension bracket of transferring adopts fining twisted steel (13) as lifting load bearing element; Described fining twisted steel runs through lower spandrel girder (5), lower anchoring beam (6), upper spandrel girder (7) and the upper anchoring beam (8) of transferring suspension bracket.
2. according to claim 1ly transfer suspension bracket for what transfer mobile formwork, it is characterized in that: described lower spandrel girder (5) is positioned on levelling concrete beam face (11).
3. according to claim 1ly transfer suspension bracket for what transfer mobile formwork, it is characterized in that: described lower anchoring beam (6) has two, lays respectively at the both sides on lower spandrel girder (5) top.
4. according to claim 1ly transfer suspension bracket for what transfer mobile formwork, it is characterized in that: described upper spandrel girder (7) two ends are trapezoidal.
5. according to claim 1ly transfer suspension bracket for what transfer mobile formwork, it is characterized in that: described upper anchoring beam (8) has two, lays respectively at the two ends on spandrel girder (7) top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320734008.1U CN204097878U (en) | 2013-11-19 | 2013-11-19 | A kind ofly transfer suspension bracket for what transfer mobile formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320734008.1U CN204097878U (en) | 2013-11-19 | 2013-11-19 | A kind ofly transfer suspension bracket for what transfer mobile formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204097878U true CN204097878U (en) | 2015-01-14 |
Family
ID=52266321
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320734008.1U Expired - Fee Related CN204097878U (en) | 2013-11-19 | 2013-11-19 | A kind ofly transfer suspension bracket for what transfer mobile formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204097878U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295545A (en) * | 2019-06-03 | 2019-10-01 | 中铁大桥局集团有限公司 | The erecting by overhang and its application method removed for upstroke movable framework side form |
-
2013
- 2013-11-19 CN CN201320734008.1U patent/CN204097878U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295545A (en) * | 2019-06-03 | 2019-10-01 | 中铁大桥局集团有限公司 | The erecting by overhang and its application method removed for upstroke movable framework side form |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106978784B (en) | A kind of Long span highway suspension bridge Demolition Construction method | |
| CN104695337B (en) | Self-lifting sliding and turnover construction system and construction method | |
| CN201882763U (en) | Special carrying pole type beam of double-machine lifting crane | |
| CN203855899U (en) | Non-counterweight self-balance movable die carrier | |
| CN102926504A (en) | Connecting steel construction member for steel and concrete overlapped beam combined part and construction method thereof | |
| CN202577150U (en) | Pier top lifting frame | |
| CN106285019B (en) | A kind of overhead traveling crane installation method under confined space | |
| CN207001991U (en) | A kind of hanging apparatus of high ferro prefabricated case beam | |
| CN204080650U (en) | A kind of end bay for road and bridge construction closes up suspension bracket | |
| CN204112242U (en) | A kind of Concrete Filled Steel-tube Truss Arch Bridge suspender replacement special tool boom system | |
| CN202247713U (en) | Combined protective shed frame | |
| CN103410101B (en) | Tower crane conversion method for construction of parabola-shaped ultrahigh pier | |
| CN204625045U (en) | A kind of steel structure hoisting door shaped stent formula hanging apparatus | |
| CN103147406A (en) | Small-curve cross-mountain tunnel box girder transporting and erecting integrated machine and head and tail hole box girder erection method thereof | |
| CN204097878U (en) | A kind ofly transfer suspension bracket for what transfer mobile formwork | |
| CN203716044U (en) | Low bearing or middle bearing cable arch combined structural bridge | |
| CN106836000B (en) | Curve via holes Summarized Account of Bridge Erection Construction method based on DJ series Bridge Erectors | |
| CN102900027B (en) | Dismounting method of bailey beam with upwardly strode existing lines and underneath penetrated existing bridge | |
| CN203716062U (en) | Integral type pier body decorating hanging basket | |
| CN101692548A (en) | Tool for live replacing of hanging bottle string of drainage wire | |
| CN204715212U (en) | A kind of guiding device for mobile formwork girder whole lateral moving | |
| CN202864756U (en) | Safe walking board for movable-arm tower crane cargo boom | |
| CN203022409U (en) | Iron tower support assembly | |
| CN207047703U (en) | A kind of beam piece prestressed stretch-draw jack easy device in place | |
| CN207209786U (en) | The cast-in-place boom support monoblock type automatic disassembling device of falsework |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150114 Termination date: 20191119 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |