CN213742473U - Supporting device for sedimentation post-cast strip - Google Patents
Supporting device for sedimentation post-cast strip Download PDFInfo
- Publication number
- CN213742473U CN213742473U CN202022519532.XU CN202022519532U CN213742473U CN 213742473 U CN213742473 U CN 213742473U CN 202022519532 U CN202022519532 U CN 202022519532U CN 213742473 U CN213742473 U CN 213742473U
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- China
- Prior art keywords
- main body
- cast strip
- post
- body part
- stirrups
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- Expired - Fee Related
Links
- 238000004062 sedimentation Methods 0.000 title description 3
- 230000002787 reinforcement Effects 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 5
- 230000002349 favourable effect Effects 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000003670 easy-to-clean Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a supporting device for a post-cast strip which is arranged at the lower side of a beam body and comprises a main body part, wherein the cross section of the main body part is of a rectangular structure, and a reinforcement component is arranged in the main body part and concrete is poured in the main body part; the reinforcement assembly comprises vertical steel bars positioned at four corners and stirrups surrounding the vertical steel bars, the stirrups are uniformly arranged at intervals along the vertical direction of the main body part, and lacing wires are arranged between adjacent stirrups and are staggered along the vertical direction of the main body part; the diameter of the lacing wire is not larger than that of the stirrup. The utility model provides a pair of a strutting arrangement for subside post-cast strip, its is rational in infrastructure, has abandoned a large amount of steel pipes of traditional use and has set up the scaffold frame and support, has the advantage that occupation space is little, is favorable to later stage fitment construction and electromechanical installation.
Description
Technical Field
The utility model belongs to the technical field of building engineering, a strutting arrangement for be used for subsiding post-cast strip is related to.
Background
In the building engineering, a settlement post-pouring belt is arranged at the bordering position of the settlement difference between a tower building and a skirt house, and a post-pouring belt supporting structure is required to be arranged to prevent the settlement difference from exceeding a safety range.
The prior art utilizes a large number of steel pipe scaffolds to support them. The support structure is built by adopting the steel pipes, the cost is high, and because the diameter of the steel pipes is limited, a large area needs to be paved, and more materials are consumed. In addition, because the steel pipe supporting structure can occupy a large space, the later-stage decoration construction and electromechanical installation are not facilitated. Meanwhile, sundries are easy to accumulate in the steel pipe supporting structure and are not easy to clean.
Therefore, a supporting device for a settled post-cast strip needs to be designed to solve the technical problems in the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the partial technical problem that exists among the prior art to a certain extent at least, the supporting device for subsiding post-cast strip that provides, its is rational in infrastructure, supports reliably, has abandoned a large amount of steel pipes of traditional use and has set up the scaffold frame and support, has the advantage that occupation space is little, is favorable to later stage fitment construction and electromechanical installation.
In order to solve the technical problem, the utility model provides a supporting device for a post-cast strip after sedimentation, which is arranged at the lower side of a beam body and comprises a main body part, wherein the cross section of the main body part is of a rectangular structure, and a reinforcement component is arranged in the main body part and concrete is poured in the main body part; the reinforcement assembly comprises vertical steel bars positioned at four corners and stirrups surrounding the vertical steel bars, the stirrups are uniformly arranged at intervals along the vertical direction of the main body part, and lacing wires are arranged between adjacent stirrups and are staggered along the vertical direction of the main body part; the diameter of the lacing wire is not larger than that of the stirrup.
As a preferred embodiment, the vertical spacing of the stirrups is 200 mm.
As a preferred embodiment, the tie bars have a diameter of 6 mm.
As a preferred embodiment, the diameter of the vertical reinforcing steel bars is 10mm-20 mm.
In a preferred embodiment, the cross section of the main body part is a square structure, and the diameter of the vertical steel bar is 14 mm.
As a preferred embodiment, the reinforcement assembly further includes a middle vertical steel bar disposed at the center of the main body, and a middle stirrup is disposed between the middle vertical steel bar and the vertical steel bar.
In a preferred embodiment, the diameter of the central stirrup is smaller than the diameter of the stirrup.
In a preferred embodiment, the main body has a cross-sectional dimension of 300 × 300 mm.
In a preferred embodiment, the tie bars are arranged between adjacent stirrups perpendicular to the stirrups.
In a preferred embodiment, the tie bars are obliquely arranged between the adjacent stirrups.
The utility model discloses beneficial effect:
the utility model provides a pair of a strutting arrangement for subside post-cast strip, its is rational in infrastructure, supports reliably, has abandoned a large amount of steel pipes of traditional use and has set up the scaffold frame and support, has the advantage that occupation space is little, is favorable to later stage fitment construction and electromechanical installation.
Drawings
The above advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and do not limit the present invention, and in which:
fig. 1 is a schematic structural view of a supporting device for a settled post-cast strip according to the present invention;
fig. 2 is a schematic structural view of the reinforcement assembly of the present invention;
FIG. 3 is a top view corresponding to FIG. 2;
fig. 4 is a schematic view of another embodiment of the reinforcement assembly of the present invention.
In the drawings, the reference numerals denote the following components:
10. a main body portion; 20. a reinforcement assembly; 21. vertical reinforcing steel bars; 22. hooping; 23. stretching a rib; 24. a middle vertical reinforcement; 25. a middle stirrup; 30. a beam body.
Detailed Description
Fig. 1 to 4 are related schematic views of a supporting device for a settled post-cast strip according to the present application, and the present invention will be described in detail with reference to the following embodiments and accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
A schematic structure diagram for subside strutting arrangement of post-cast strip, as shown in figure 1. The supporting device for the post-cast strip settlement is arranged on the lower side of the beam body 30 and comprises a main body part 10, the cross section of the main body part 10 is of a rectangular structure, and a reinforcement assembly 20 is arranged in the main body part and concrete is poured in the main body part.
In the embodiment shown in fig. 1, the number of the body portions 10 is plural, and the body portions are disposed at intervals at a lower portion of the girder 30. Fig. 1 shows a structure of a supporting device from one perspective, the main body parts 10 are further arranged at intervals along the length direction of the beam body 30, and the distance between adjacent main body parts 10 is 1m-5 m.
In the embodiment shown in fig. 1, the body portion 10 is cast with concrete of type C35 to provide structural strength to the support device. The body portion 10 has a cross-sectional dimension of 300 × 300 mm. It will be appreciated that the cross-section of the body portion 10 may be of other dimensions, which requires the cross-sectional dimensions of the body portion 10 to be set by field calculation of the load.
Fig. 2 and fig. 3 are schematic structural views of the reinforcement assembly of the present invention, the reinforcement assembly 20 includes vertical reinforcements 21 located at four corners and stirrups 22 surrounding the vertical reinforcements 21, the stirrups 22 are uniformly arranged at intervals along the vertical direction of the main body 10, and tie bars 23 are arranged between adjacent stirrups 22 and are staggered along the vertical direction of the main body 10; the diameter of the tie bar 23 is not larger than that of the stirrup 22, so as to ensure the structural stability of the supporting device.
As an embodiment of the present invention, the vertical distance between the stirrups 22 is 200 mm. It will be appreciated that the vertical spacing of the stirrups 22 may be of other dimensions.
As another embodiment of the present invention, the diameter of the vertical steel bar 21 is 10mm-20 mm. Preferably, the main body 10 has a square cross section, and the vertical bars 21 have a diameter of 14 mm.
In fig. 2, the tie 23 has a diameter of 6mm, and the corresponding stirrup 22 has a diameter of 6 mm. The tie bars 23 are arranged between adjacent stirrups 22 perpendicularly to the stirrups 22. As a variation of this embodiment, the tie bars 23 may also be obliquely arranged between adjacent stirrups 22, with an angle of inclination of 30-60 °.
Fig. 4 is a schematic diagram of another embodiment of reinforcement assembly, reinforcement assembly 20 still includes middle part vertical reinforcement 24, and it sets up to put in the central point of main part 10, be provided with middle part stirrup 25 between middle part vertical reinforcement 24 and the vertical reinforcement 21.
As an aspect of the present embodiment, the diameter of the middle stirrup 25 is smaller than that of the stirrup 22, so that the reinforcement assembly 20 is compact while ensuring the strength of the support device.
Compare in prior art's shortcoming and not enough, the utility model provides a pair of a strutting arrangement for subsiding post-cast strip, its is rational in infrastructure, supports reliably, has abandoned traditional a large amount of steel pipes of using and has set up the scaffold frame and support, has the advantage that occupation space is little, is favorable to later stage fitment construction and electromechanical installation.
The present invention is not limited to the above embodiments, and any person can obtain other products in various forms without departing from the scope of the present invention, but any change in shape or structure is included in the technical solution that is the same as or similar to the present invention.
Claims (10)
1. The supporting device for the post-cast strip settlement is characterized by being arranged on the lower side of a beam body and comprising a main body part, wherein the section of the main body part is of a rectangular structure, and a reinforcement assembly is arranged in the main body part and concrete is poured in the main body part; the reinforcement assembly comprises vertical steel bars positioned at four corners and stirrups surrounding the vertical steel bars, the stirrups are uniformly arranged at intervals along the vertical direction of the main body part, and lacing wires are arranged between adjacent stirrups and are staggered along the vertical direction of the main body part; the diameter of the lacing wire is not larger than that of the stirrup.
2. The support device for a settled post-cast strip of claim 1, wherein the vertical spacing of the stirrups is 200 mm.
3. The support device for a settled post-cast strip of claim 2, wherein the tie bar has a diameter of 6 mm.
4. The support device for a settled post-cast strip of claim 1, wherein the vertical rebars have a diameter of 10-20 mm.
5. The support device for the post-cast strip that subsides of claim 4, wherein the cross-section of main part is square structure, and the diameter of vertical reinforcing bar is 14 mm.
6. The support device for the post-cast strip that subsides of claim 1, wherein, the arrangement of reinforcement subassembly still includes the middle part vertical reinforcement, and it sets up in the central position of main part, be provided with the middle part stirrup between middle part vertical reinforcement and the vertical reinforcement.
7. The support device for a settled post-cast strip of claim 6, wherein the diameter of the middle stirrup is smaller than the diameter of the stirrup.
8. The support device for a settled post-cast strip of claim 1, wherein the body portion has a cross-sectional dimension of 300 x 300 mm.
9. The support device for a settled post-cast strip of claim 1, wherein the tie bars are disposed between adjacent stirrups perpendicular to the stirrups.
10. The support device for a settled post-cast strip of claim 1, wherein the tie bars are arranged obliquely between adjacent stirrups.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022519532.XU CN213742473U (en) | 2020-11-04 | 2020-11-04 | Supporting device for sedimentation post-cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022519532.XU CN213742473U (en) | 2020-11-04 | 2020-11-04 | Supporting device for sedimentation post-cast strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213742473U true CN213742473U (en) | 2021-07-20 |
Family
ID=76819317
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022519532.XU Expired - Fee Related CN213742473U (en) | 2020-11-04 | 2020-11-04 | Supporting device for sedimentation post-cast strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213742473U (en) |
-
2020
- 2020-11-04 CN CN202022519532.XU patent/CN213742473U/en not_active Expired - Fee Related
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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: 20210720 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |