CN208649905U - A kind of section box girder assembly temporary support - Google Patents
A kind of section box girder assembly temporary support Download PDFInfo
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- CN208649905U CN208649905U CN201821112451.4U CN201821112451U CN208649905U CN 208649905 U CN208649905 U CN 208649905U CN 201821112451 U CN201821112451 U CN 201821112451U CN 208649905 U CN208649905 U CN 208649905U
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- frame body
- reinforcing rib
- temporary support
- box girder
- concrete
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Abstract
The utility model discloses a kind of section box girder assembly temporary supports, by frame body mutually overlap superposition is formed, frame body be square tubular structure, inside poured concrete；Concrete is internally provided with reinforcing rib, and reinforcing rib runs through the inside that frame body is arranged in；Frame body is square steel, and reinforcing rib runs through the inside that frame body is arranged in, concrete has been poured between frame body and reinforcing rib；Reinforcing rib is steel wire, and quantity is multiple, wherein a reinforcing rib, through the center that frame body is arranged in, other reinforcing ribs are uniformly arranged centered on the reinforcing rib of center.Section box girder assembly temporary support provided by the utility model, its is structurally reasonable, it is easy for construction, the inside casting concrete of frame body is simultaneously internally provided with reinforcing rib in concrete, and the intensity and weight of frame body has been effectively ensured, has ensured the integral strength of temporary support, meet the requirement of section box girder assembling construction, and frame body blocking designs, and facilitates the height for adjusting temporary support, has preferable promotional value.
Description
Technical field
The utility model belongs to technical field of building construction, is related to a kind of section box girder assembly temporary support.
Background technique
Before section box girder integral tension, end beam sections have to be arranged on temporary support, to guarantee construction
Safety.In the prior art, it is welded usually using steel plate and to be formed rectangular, but temporary support is heavier, and construction personnel is difficult to operate；Or
Using sand pocket as falsework, but its weight is relatively small, is also inconvenient to adjust height.
Therefore, it needs to design a kind of section box girder assembly temporary support, on the basis of realizing function, improves operation just
Victory solves.
Utility model content
The purpose of this utility model is a kind of section box girder assembly temporary support provided in view of the above technical problems,
Structurally reasonable, easy for construction, the inside casting concrete of frame body is simultaneously internally provided with reinforcing rib in concrete, is effectively ensured
The intensity and weight of frame body, have ensured the integral strength of temporary support, meet the requirement of section box girder assembling construction, and frame body
Blocking design, facilitates the height for adjusting temporary support, has preferable promotional value.
In order to solve the above technical problems, a kind of section box girder assembly temporary support provided by the utility model, by frame body
Mutually overlap joint superposition formed, the frame body be square tubular structure, inside poured concrete；The inside of the concrete is set
It is equipped with reinforcing rib, reinforcing rib runs through the inside that frame body is arranged in.
Specifically, in the inside casting concrete of frame body, the intensity of frame body has been effectively ensured and has increased the whole of frame body
Body weight meets construction requirement to guarantee the intensity of the section box girder assembly temporary support of overlap joint formation.
In some embodiments, the frame body is square steel, and the reinforcing rib, which runs through, is arranged in the inside of frame body, frame body with plus
Concrete has been poured between strengthening tendons.
In some embodiments, the reinforcing rib is steel wire, through the inside that frame body is arranged in.
In some embodiments, the quantity of the reinforcing rib is four, wherein a reinforcing rib, which runs through, is arranged in frame body
Center, other reinforcing ribs are uniformly arranged centered on the reinforcing rib of center.
In some embodiments, the frame body be rectangular cylindrical structure, inside poured concrete；The concrete
It is internally provided with reinforcing rib, reinforcing rib runs through the inside that frame body is arranged in.
In some embodiments, the reinforcing rib is steel wire, and quantity is multiple, wherein a reinforcing rib exists through setting
The center of frame body, other reinforcing ribs are uniformly arranged centered on the reinforcing rib of center.
The utility model the utility model has the advantages that
A kind of section box girder assembly temporary support provided by the utility model, it is structurally reasonable, it has following technical effect that
(1) concrete has been poured inside the frame body in the application, and has been provided through reinforcing rib in concrete, effectively
The intensity and weight for improving frame body, meet site operation requirement；
(2) frame body in the application is designed using fissionization structure, is facilitated the height for adjusting temporary support, is improved construction
The convenience of execute-in-place.
Detailed description of the invention
It will be apparent and more hold by made detailed description, the above-mentioned advantage of the utility model in conjunction with the following drawings
Readily understood, these attached drawings are only schematical, are not intended to limit the utility model, in which:
Fig. 1 is a kind of structural schematic diagram of section box girder assembly temporary support described in the utility model；
Fig. 2 is a kind of perspective view of section box girder assembly temporary support described in the utility model (reinforcing rib is not shown).
In attached drawing, component representated by each label is as follows:
1. frame body；2. concrete；3. reinforcing rib.
Specific embodiment
Fig. 1 to Fig. 2 is a kind of accompanying drawings of herein described section box girder assembly temporary support, below with reference to specific
The utility model is described in detail in embodiment and attached drawing.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute
For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein
The technical solution of any obvious substitutions and modifications out.
The attached drawing of this specification is schematic diagram, aids in illustrating the design of the utility model, it is schematically indicated each section
Shape and its correlation.It note that for the ease of clearly showing the structure of each component of the utility model embodiment, respectively
It is not drawn according to identical ratio between attached drawing.Identical reference marker is for indicating identical part.
The structural schematic diagram of herein described a kind of section box girder assembly temporary support, as shown in Figure 1, mutual by frame body 1
Overlap joint superposition formed, the frame body 1 be square tubular structure, inside poured concrete 2；The inside of the concrete 2 is set
It is equipped with reinforcing rib 3, reinforcing rib 3 runs through the inside that frame body 1 is arranged in.
Fig. 2 is a kind of perspective view of section box girder assembly temporary support described in the utility model, does not show reinforcing rib in Fig. 2
3, in the inside casting concrete 2 of frame body 1, the intensity of frame body 1 is effectively ensured and has increased the overall weight of frame body, to protect
The intensity for the section box girder assembly temporary support that card overlap joint is formed, meets construction requirement.
In the application, the frame body 1 is square steel, and the reinforcing rib 3 runs through the inside that frame body 1 is arranged in, frame body 1 and reinforcement
Concrete 2 has been poured between muscle 3.Setting reinforcing rib 3 in concrete 2 inside frame body 1 is set, to improve the entirety of frame body 1
Intensity meets site operation requirement.
In some embodiments, the reinforcing rib 3 is steel wire, through the inside that frame body 1 is arranged in.Shown in Fig. 1
In embodiment, the quantity of the reinforcing rib 3 is four, wherein a reinforcing rib 3 runs through the center that frame body 1 is arranged in,
He is uniformly arranged reinforcing rib 3 centered on the reinforcing rib 3 of center.
In some embodiments, the frame body 1 be rectangular cylindrical structure, inside poured concrete 2；The concrete
2 are internally provided with reinforcing rib 3, and reinforcing rib 3 runs through the inside that frame body 1 is arranged in.The reinforcing rib 3 is steel wire, and quantity is
Multiple, wherein a reinforcing rib 3 runs through the center that frame body 1 is arranged in, other reinforcing ribs 3 are with the reinforcing rib 3 of center
Centered on be uniformly arranged.In some embodiments, frame body 1 uses the rectangular cylindrical structure of 50mm × 100mm, in frame body 1
Portion's casting concrete.
In some operating conditions, the inside of frame body 1 can casting concrete 2, be not provided with reinforcing rib 3, it is outer due to frame body 1
Portion's structure is also able to satisfy overall stiffness requirement.
Compared with the prior art the shortcomings that and deficiency, a kind of section box girder assembly temporary support provided by the utility model,
Its is structurally reasonable, easy for construction, and the inside casting concrete of frame body is simultaneously internally provided with reinforcing rib in concrete, is effectively ensured
The intensity and weight of frame body, have ensured the integral strength of temporary support, meet the requirement of section box girder assembling construction, and frame
The design of body blocking, facilitates the height for adjusting temporary support, has preferable promotional value.
The utility model is not limited to above embodiment, anyone can obtain other under the enlightenment of the utility model
Various forms of products, however, make any variation in its shape or structure, it is all with identical or similar to the present application
Technical solution, all fall within the protection scope of the utility model.
Claims (6)
1. a kind of section box girder assembly temporary support is formed, which is characterized in that the frame body by frame body (1) mutually overlap joint superposition
(1) be square tubular structure, inside poured concrete (2)；The concrete (2) is internally provided with reinforcing rib (3), adds
Strengthening tendons (3) run through setting in the inside of frame body (1).
2. section box girder assembly temporary support according to claim 1, which is characterized in that the frame body (1) is square steel, institute
It states reinforcing rib (3) and has poured concrete (2) between the inside of frame body (1), frame body (1) and reinforcing rib (3) through setting.
3. section box girder assembly temporary support according to claim 2, which is characterized in that the reinforcing rib (3) is steel wire,
It runs through setting in the inside of frame body (1).
4. section box girder assembly temporary support according to claim 2, which is characterized in that the quantity of the reinforcing rib (3)
It is four, wherein a reinforcing rib (3) is through being arranged in the center of frame body (1), other reinforcing ribs (3) are with center
Reinforcing rib is uniformly arranged centered on (3).
5. section box girder assembly temporary support according to claim 1, which is characterized in that the frame body (1) is rectangular cylinder
Shape structure, inside poured concrete (2)；The concrete (2) is internally provided with reinforcing rib (3), and reinforcing rib (3) runs through
Inside in frame body (1) is set.
6. section box girder assembly temporary support according to claim 5, which is characterized in that the reinforcing rib (3) is steel wire,
Its quantity be it is multiple, wherein reinforcing rib (3) is through being arranged in the center of frame body (1), other reinforcing ribs (3) are with center
It is uniformly arranged centered on the reinforcing rib (3) of position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821112451.4U CN208649905U (en) | 2018-07-13 | 2018-07-13 | A kind of section box girder assembly temporary support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821112451.4U CN208649905U (en) | 2018-07-13 | 2018-07-13 | A kind of section box girder assembly temporary support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208649905U true CN208649905U (en) | 2019-03-26 |
Family
ID=65784850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821112451.4U Active CN208649905U (en) | 2018-07-13 | 2018-07-13 | A kind of section box girder assembly temporary support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208649905U (en) |
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2018
- 2018-07-13 CN CN201821112451.4U patent/CN208649905U/en active Active
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