CN207193775U - A kind of reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing - Google Patents
A kind of reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing Download PDFInfo
- Publication number
- CN207193775U CN207193775U CN201721141947.XU CN201721141947U CN207193775U CN 207193775 U CN207193775 U CN 207193775U CN 201721141947 U CN201721141947 U CN 201721141947U CN 207193775 U CN207193775 U CN 207193775U
- Authority
- CN
- China
- Prior art keywords
- steelframe
- sizing
- rod assembly
- sizing steelframe
- shaping equipment
- 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
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
It the utility model is related to a kind of reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing, it is characterised in that：Including sizing steelframe, diagonal brace component and to rod assembly, the sizing steelframe for it is multiple and it is longitudinally spaced be uniformly arranged, the plurality of sizing steelframe is fixed by diagonal brace component and rod assembly and forms entirety；The diagonal brace component includes tipping tube and is packed in the longitudinal pipe for tilting tube end, the longitudinal pipe is fixed positioned at the outer end of sizing steelframe and by fastener, for each sizing steelframe is longitudinally connected, the tipping tube is positioned at sizing steelframe end face, for sizing steelframe and full hall frame to be connected；The sizing steelframe bottom angled installation rod assembly, one end of the rod assembly are connected with sizing steelframe, and the other end is connected with full hall frame.Present apparatus good rigidity, stability are strong, are easy to make, and working procedure is simple, installation rate is fast, convenient disassembly.
Description
Technical field
The utility model belongs to engineering construction field, is related to being fixed for Cast-in-situ Beam, especially a kind of Cast-in-situ Beam exterior sheathing
Type device.
Background technology
With the development of the city, elevated bridge has obtained universal application in urban construction.The form of elevated bridge becomes
Diversified, diversification is obtained, also more crypto set interlocks the arrangement of elevated bridge.These constructions of change all to cast-in-place elevated bridge are made
Into certain difficulty.
Traditional Cast-in-situ Beam external mold construction, as supporting, it is oblique to add steel pipe using bowl fastening type steel pipe on the outside of flange plate
Support and set up mode as what is reinforced.Because edge of a wing Board position has the gradient, angle be present between the jacking upper level lumps of wood and template
Degree, can not be bonded template completely causes less stable.In addition, when setting up steel pipe support, jacking is adjusted according to designed elevation
Highly, worker's workload is big, work period length, while there is also larger alignment error.
Utility model content
The purpose of this utility model is overcome the deficiencies in the prior art, there is provided a kind of reinforcing sizing of Cast-in-situ Beam exterior sheathing
Device, lid arrangement effectively improve the stability of support system, accelerate Site Template installation procedure, and the present apparatus is applied in Cast-in-situ Beam
Integrated rapid installing formula sizing steelframe at side web and flange plate.
What scheme of the present utility model was realized in：
A kind of reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing, it is characterised in that：Including sizing steelframe, diagonal brace component and right
Rod assembly, it is described sizing steelframe for it is multiple and it is longitudinally spaced be uniformly arranged, it is the plurality of sizing steelframe pass through diagonal brace component and drawing
Bar assembly is fixed and forms entirety；
The diagonal brace component includes tipping tube and is packed in the longitudinal pipe for tilting tube end, and the longitudinal pipe is positioned at sizing steel
The outer end of frame is simultaneously fixed by fastener, and for each sizing steelframe is longitudinally connected, the tipping tube is located at sizing steelframe end face,
For sizing steelframe and full hall frame to be connected；The sizing steelframe bottom angled installation rod assembly, the rod assembly
One end is connected with sizing steelframe, and the other end is connected with full hall frame.
Moreover, the sizing steelframe includes top boom, lower boom and more web members, the upper and lower chord member is arranged at intervals,
Tilted between the upper and lower chord member and head and the tail are fixedly mounted with more web members.
Moreover, the upper and lower chord member is channel-section steel, five web members are round steel pipe.
Moreover, the rod assembly includes gib head, to drawing steel pipe and pull bar, the both ends of the pull bar to be fixedly mounted with drawing respectively
Hook, drag hook inboard are installed longitudinally disposed to drawing steel pipe respectively.
Moreover, the every three sizings steelframe of the diagonal brace component is set together, the rod assembly is each shaped steelframe setting
Together.
Moreover, the distance between two neighboring sizing steelframe is 80 to 90cm.
The advantages of the utility model and good effect are：
1st, it is strong by steelframe of shaping, diagonal brace component and rod assembly to be effectively formed a good rigidity, stability for the present apparatus
Support system, it is easy to make, and working procedure is simple, installation rate is fast, convenient disassembly.
2nd, the structure entirety stress of the present apparatus, integral rigidity is good, has good stability.
3rd, the angle control of the present apparatus is proper so that template completely attaches to distribution beam, and shuttering supporting consolidates, not variable
Shape.
4th, circulation can be recycled in the present apparatus, and disposably complete sustainable use, effectively reduces construction cost.
5th, the design of the present apparatus causes box beam outer side mold template construction operability to strengthen, and effectively reduces swollen mould, faulting of slab ends etc.
Phenomenon, improve the presentation quality of box beam concrete.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of sizing steelframe in Fig. 1；
Fig. 3 is the structural representation of rod assembly in Fig. 1；
Fig. 4 is the structural representation of diagonal brace component in Fig. 1；
Fig. 5 is use state figure of the present utility model.
Embodiment
Below in conjunction with the accompanying drawings and the utility model is described in further detail by specific embodiment.
A kind of reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing, as shown in figure 1, including sizing steelframe 2, diagonal brace component 3 and
To rod assembly 1, the sizing steelframe to be multiple, and it is longitudinally spaced be uniformly arranged, the distance between adjacent two pieces sizing steelframe
For 80-90cm, the plurality of sizing steelframe is fixed by diagonal brace component and rod assembly and to form a rigidity good, stable whole
Body.The diagonal brace component includes tipping tube 3A and is packed in the longitudinal pipe 3B for tilting tube end, and the longitudinal pipe is positioned at sizing steel
The outer end of frame is simultaneously fixed by fastener, and for each sizing steelframe is longitudinally connected, the tipping tube is located at sizing steelframe end face,
For sizing steelframe and full hall frame (not shown) to be connected；The sizing steelframe bottom angled installation rod assembly,
One end of the rod assembly is connected with sizing steelframe, and the other end is connected with full hall frame (not shown).
In the present embodiment, the structure of the sizing steelframe is as shown in Fig. 2 including top boom 5, lower boom 6 and five abdomens
Bar 4A, 4B, 4C, 4D and 4E, the upper and lower chord member are arranged at intervals, and the angle of inclination of the top boom calculates according to design drawing
Go out, tilted between upper and lower chord member and head and the tail connection is fixedly mounted with five web members.For the ease of making, the upper and lower chord member is groove
Steel, five web members are round steel pipe.
The structure of the rod assembly as shown in figure 3, including gib head 7, to drawing steel pipe 8 and pull bar 9, the two of the pull bar
End is fixedly mounted with drag hook respectively, and drag hook inboard is installed longitudinally disposed to drawing steel pipe respectively.As shown in Fig. 2 one end by rod assembly
It is connected with sizing steelframe web member 4C, the other end is connected with full hall frame, effectively will sizing steelframe and master by the setting of rod assembly
Body structure is attached fixation, quick and easy for installation, and stability is high.
For the ease of construction, the every three sizings steelframe of the diagonal brace component is set together, and rod assembly is each shaped steelframe
Set together, each steelframe of shaping is connected as entirety by fastener and longitudinal pipe.
Construction procedure of the present utility model is：
1st, according to the size of the angle-determining sizing steelframe between design drawing flange plate and side web.
2nd, consider that load tries to achieve the internal force of the sizing each web member of steelframe, rod member specification is selected according to each web member internal force
And checking computations, it is determined that sizing steel frame construction form.
The 3rd, one of rod assembly is set in Cast-in-situ Beam cross section, the gib head of rod assembly docks with sizing steelframe, with balance
Formwork sides load.
4th, entirety is connected as with steel tube fastener by diagonal brace component between adjacent qualitative steelframe.
5th, by reserved structure head by the way that to drawing steel pipe 3 to be connected with web member 4C bottoms, the pull bar other end symmetrically holds steel with beam body
Frame is formed to drawing, and prevents it from being shifted by concrete lateral pressure.
It is emphasized that embodiment described in the utility model is illustrative, rather than it is limited, therefore this reality
It is every new according to this practicality by those skilled in the art with the new embodiment including being not limited to described in embodiment
The other embodiment that the technical scheme of type is drawn, also belong to the scope of the utility model protection.
Claims (6)
- A kind of 1. reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing, it is characterised in that：Including sizing steelframe, diagonal brace component and to drawing Bar assembly, it is described sizing steelframe for it is multiple and it is longitudinally spaced be uniformly arranged, it is the plurality of sizing steelframe pass through diagonal brace component and pull bar Component is fixed and forms entirety；The diagonal brace component includes tipping tube and is packed in the longitudinal pipe for tilting tube end, and the longitudinal pipe is positioned at sizing steelframe Outer end is simultaneously fixed by fastener, and for each sizing steelframe is longitudinally connected, the tipping tube is used for positioned at sizing steelframe end face Sizing steelframe and full hall frame are connected；The sizing steelframe bottom angled installation rod assembly, one end of the rod assembly It is connected with sizing steelframe, the other end is connected with full hall frame.
- 2. reinforcing shaping equipment according to claim 1, it is characterised in that：The sizing steelframe includes top boom, lower edge Bar and more web members, the upper and lower chord member are arranged at intervals, and are tilted between the upper and lower chord member and head and the tail are fixedly mounted with more web members.
- 3. reinforcing shaping equipment according to claim 2, it is characterised in that：The upper and lower chord member is channel-section steel, described five Web member is round steel pipe.
- 4. reinforcing shaping equipment according to claim 1, it is characterised in that：The rod assembly includes gib head, to drawing steel Pipe and pull bar, the both ends of the pull bar are fixedly mounted with drag hook respectively, and drag hook inboard is installed longitudinally disposed to drawing steel pipe respectively.
- 5. reinforcing shaping equipment according to claim 1, it is characterised in that：The every three sizings steelframe of diagonal brace component is set Put together, the rod assembly each shapes steelframe setting together.
- 6. reinforcing shaping equipment according to claim 1, it is characterised in that：Two neighboring sizing the distance between steelframe is 80 to 90cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721141947.XU CN207193775U (en) | 2017-09-07 | 2017-09-07 | A kind of reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721141947.XU CN207193775U (en) | 2017-09-07 | 2017-09-07 | A kind of reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207193775U true CN207193775U (en) | 2018-04-06 |
Family
ID=61791383
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721141947.XU Expired - Fee Related CN207193775U (en) | 2017-09-07 | 2017-09-07 | A kind of reinforcing shaping equipment of Cast-in-situ Beam exterior sheathing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207193775U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255233A (en) * | 2020-02-18 | 2020-06-09 | 佛山新籁工程科技有限公司 | Be applied to reinforcing apparatus of bridge support post template |
-
2017
- 2017-09-07 CN CN201721141947.XU patent/CN207193775U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255233A (en) * | 2020-02-18 | 2020-06-09 | 佛山新籁工程科技有限公司 | Be applied to reinforcing apparatus of bridge support post template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180406 Termination date: 20180907 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |