CN203742167U - Suspended formwork erecting device - Google Patents
Suspended formwork erecting device Download PDFInfo
- Publication number
- CN203742167U CN203742167U CN201420130739.XU CN201420130739U CN203742167U CN 203742167 U CN203742167 U CN 203742167U CN 201420130739 U CN201420130739 U CN 201420130739U CN 203742167 U CN203742167 U CN 203742167U
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- China
- Prior art keywords
- steel
- lateral frame
- erecting device
- steel pipe
- perpendicular support
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Abstract
The utility model relates to a building construction appliance, in particular to a suspended formwork erecting device for concrete formwork casting operation. The suspended formwork erecting device comprises I-steel beams, steel pipes, battens and cast formworks. The I-steel beams are connected with hangers, each hanger comprises transverse supports, vertical supports and steel pipe fixing ends, the two ends of the steel pipes are arranged in two adjacent steel pipe fixing ends respectively, the battens are arranged on the steel pipes, the cast formworks are arranged on the battens, the lengths of the transverse supports correspond to the widths of the I-steel beams, the transverse supports are arranged on the top faces of the I-steel beams, and the included angles between the vertical supports and the transverse supports are 90 degrees. According to the suspended formwork erecting device, complex hand labor in the floor formwork erecting process is avoided, the assembly and disassembly time is saved, use of a scaffold is reduced, and the labor cost and the material cost are saved; meanwhile, stress and strain influences caused by large amount of welding of auxiliary measures in the prior art on the I-steel beams are reduced, risks of aerial welding work are reduced, and the construction safety is improved.
Description
Technical field
The utility model relates to building operations apparatus, specifically a kind of unsettled erecting device for the operation of concrete casting plate.
Background technology
At present, the girder steel concrete cast-in-situ plated construction using in construction work, is generally to adopt full hall scaffold to land formwork, and full hall scaffold lands formwork needs platform below to possess formwork condition, and scaffold is taken and torn that workload is large, the time is long, expense is high open; Also can adopt steel truss to make somebody a mere figurehead formwork, but its steel truss used is made and is installed more complicated, when installation, also need to below platform, have certain operating surface, and need on girder steel, weld a large amount of ironwares, a large amount of welding meetings cause the impact of stress and presentation quality on girder steel.
Utility model content
The technical problems to be solved in the utility model is, a kind of unsettled erecting device is provided, and overcomes the existing numerous and diverse hand labor that lands a mold process, save install, the take-down time, reduced the use of scaffold simultaneously, save labour turnover and material cost; Also reduce stress, strain impact that in prior art, a large amount of welding of ancillary method cause girder steel simultaneously, also reduce the danger of overhead welding operation, improve the safety of construction.
For solving the problems of the technologies described above, the utility model adopts following technical proposals:
A kind of unsettled erecting device, comprises steel I-beam, steel pipe, flitch, casting template, and described steel I-beam connects suspender, suspender is provided with steel pipe fixed end, the two ends of steel pipe are placed in respectively in two adjacent steel pipe fixed ends, and steel pipe top is provided with flitch, and flitch top is casting template.
Technique scheme, by suspender is set, is suspended on steel pipe on steel I-beam by suspender, then lays flitch above steel pipe, and flitch top arranges casting template and casts, and avoids using scaffold to do and land numerous and diverse installation and the dismounting of formwork.Also overcome stress, strain impact that a large amount of welding of the built on stilts formwork of steel truss cause girder steel simultaneously, also reduced the danger of overhead welding operation simultaneously, improved the safety of construction.Therefore, the utility model compared with prior art, has following advantage:
1. the stress that in prior art, a large amount of welding of ancillary method cause structural steel beam, strain impact have been reduced;
2. reduced the workload of prior art high and medium welding, reduced the danger of overhead welding operation simultaneously, improved the safety of construction, installed more conveniently, constructed faster;
3. novel suspender is directly in reinforcing bar processing space batch machining, welding one-shot forming, good integrity;
4. install more save time, saving of labor, material-saving (welding rod), more cost savings.
As preferably, the utility model further technical scheme is:
Described suspender is provided with lateral frame, perpendicular support, and lateral frame is arranged on the end face of steel I-beam, and perpendicular support one end connects lateral frame, and the perpendicular support other end connects arcuation steel pipe fixed end.Lateral frame can take the mode of spot-welded to be connected on the end face of steel I-beam.
Described lateral frame, perpendicular support are two sections of Metallic rod that are parallel to each other, and the two ends of lateral frame are symmetrical arranged perpendicular support.Lateral frame, perpendicular support are all set to two sections of Metallic rod that are parallel to each other, and can make suspender that more stable supporting role is provided.
The length of described lateral frame is corresponding with the width of steel I-beam, and the angle between perpendicular support and lateral frame is 90
0.Perpendicular support is mutually vertical with lateral frame, the length of lateral frame is arranged to equate with the width of steel I-beam, direct suspender hasp can be fixed on steel I-beam, perpendicular support is positioned at the top of steel I-beam, and perpendicular support lays respectively at the both sides of steel I-beam.Because lateral frame, perpendicular support are two sections of Metallic rod that are parallel to each other, suspender can be by stable being fixed on steel I-beam of design feature of itself.
Described lateral frame, perpendicular support, steel pipe fixed end are that one section of metal material is made, and two terminations of metal material are weldingly connected, and the part being weldingly connected is located at lateral frame.One section of metal material is made lateral frame, perpendicular support, steel pipe fixed end, can prevent that junction is insecure and causes danger.
Lateral frame intermediate length is that position and the girder steel end face of 2cm-3cm is welded to connect.A part for lateral frame and girder steel weld together can further strengthen fixing stability, reduces risk.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the hanger structure schematic diagram of the present embodiment.
Fig. 3 is the suspender processing mode of occupation flow chart shown in Fig. 2.
Brief description of the drawings: 1-steel I-beam; 2-suspender; 3-steel pipe; 4-flitch; The 5-template of casting; 6-lateral frame; 7-erects support; 8-steel pipe fixed end.
Detailed description of the invention
Below in conjunction with embodiment, the utility model is described in further detail, and object is only to understand better the utility model content.
Referring to Fig. 1, the unsettled erecting device that the present embodiment provides, comprise steel I-beam 1, steel pipe 3, flitch 4, casting template 5, described steel I-beam 1 connects suspender 2, suspender 2 is provided with arcuation steel pipe fixed end 8, the two ends of steel pipe 3 are placed in respectively in two adjacent steel pipe fixed ends 8, and steel pipe 3 tops are provided with flitch 4, and flitch 4 tops are casting template 5.
Referring to Fig. 2, Fig. 3, suspender 2 is provided with lateral frame 6, perpendicular support 7; Lateral frame 6, perpendicular support 7 are two sections of Metallic rod that are parallel to each other, and the two ends of lateral frame 6 are symmetrical arranged perpendicular support 7, perpendicular support 7 other end joint steel pipe fixed ends 8.
The width of the length of lateral frame 6 and steel I-beam 1 is corresponding, and lateral frame 6 is arranged on the end face of steel I-beam 1, and the angle between perpendicular support 7 and lateral frame 6 is 90
0, lateral frame 6, perpendicular support 7, steel pipe fixed end 8 are that one section of metal material is made, and two terminations of metal material are weldingly connected, and the part being weldingly connected is located at lateral frame 6.Above-mentioned metal material can choice for use reinforcing bar, and this material is building common used material, uses and easy to process, quick.
Support intermediate length is that position and the girder steel end face of 2cm-3cm is welded to connect.
The set-up mode of this device is as follows:
1. adopt the mode of two-sided welding to be connected and fixed at the suspender 2 described in reinforcing bar processing space batch machining, and by two termination lap segments.
2. the Novel sling 2 of making is taken and is placed on steel I-beam 1, and by upper to the long position for 2cm-3cm in the middle of its lateral frame 6 and steel I-beam 1 end face welding, guarantee the safety of constructing operation.
3. steel pipe 3(master is installed successively stupefied), flitch 4(time is stupefied), casting template 5, the construction of then casting.
Claims (6)
1. a unsettled erecting device, comprise steel I-beam, steel pipe, flitch, casting template, it is characterized in that: described steel I-beam connects suspender, suspender is provided with steel pipe fixed end, the two ends of steel pipe are placed in respectively in two adjacent steel pipe fixed ends, steel pipe top is provided with flitch, and flitch top is casting template.
2. unsettled erecting device according to claim 1, is characterized in that: described suspender is provided with lateral frame, perpendicular support, and lateral frame is arranged on the end face of steel I-beam, and perpendicular support one end connects lateral frame, and the perpendicular support other end connects arcuation steel pipe fixed end.
3. unsettled erecting device according to claim 2, is characterized in that: described lateral frame, perpendicular support are two sections of Metallic rod that are parallel to each other, and the two ends of lateral frame are symmetrical arranged perpendicular support.
4. unsettled erecting device according to claim 3, is characterized in that: the length of described lateral frame is corresponding with the width of steel I-beam, and the angle between perpendicular support and lateral frame is 90
0.
5. according to the unsettled erecting device described in claim 3 or 4, it is characterized in that: described lateral frame, perpendicular support, steel pipe fixed end are that one section of metal material is made, and two terminations of metal material are weldingly connected, and the part being weldingly connected is located at lateral frame.
6. unsettled erecting device according to claim 5, is characterized in that: the position that lateral frame intermediate length is 2cm-3cm and girder steel end face are welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420130739.XU CN203742167U (en) | 2014-03-23 | 2014-03-23 | Suspended formwork erecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420130739.XU CN203742167U (en) | 2014-03-23 | 2014-03-23 | Suspended formwork erecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203742167U true CN203742167U (en) | 2014-07-30 |
Family
ID=51341985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420130739.XU Expired - Fee Related CN203742167U (en) | 2014-03-23 | 2014-03-23 | Suspended formwork erecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203742167U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114687290A (en) * | 2022-04-07 | 2022-07-01 | 浙江交工集团股份有限公司 | Construction method of shaped steel cast-in-place slab steel mixed beam |
-
2014
- 2014-03-23 CN CN201420130739.XU patent/CN203742167U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114687290A (en) * | 2022-04-07 | 2022-07-01 | 浙江交工集团股份有限公司 | Construction method of shaped steel cast-in-place slab steel mixed beam |
| CN114687290B (en) * | 2022-04-07 | 2024-04-26 | 浙江交工集团股份有限公司 | Construction method of steel-cast-in-situ plate steel-concrete composite beam |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140730 |