CN212200894U - Reinforced prefabricated wallboard upright post structure - Google Patents
Reinforced prefabricated wallboard upright post structure Download PDFInfo
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- CN212200894U CN212200894U CN202020568402.2U CN202020568402U CN212200894U CN 212200894 U CN212200894 U CN 212200894U CN 202020568402 U CN202020568402 U CN 202020568402U CN 212200894 U CN212200894 U CN 212200894U
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 50
- 238000009434 installation Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 239000003351 stiffener Substances 0.000 description 5
- 238000007493 shaping process Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of building structures, in particular to a reinforced prefabricated wallboard stand column structure, which comprises a circular cylinder body which is hollow inside and is provided with two open ends, wherein the circular cylinder body comprises an upper connecting part, a main cylinder body and a lower connecting part from top to bottom, the outer wall of the upper connecting part is provided with four upper reinforcing plates, and the upper reinforcing plates are of a flat structure; any upper reinforcing plate is vertical to the outer wall of the upper connecting part, the four upper reinforcing plates are arranged at intervals of 90 degrees around the outer wall of the upper connecting part, and any upper reinforcing plate is vertical to the cross section of the circular column; an upper stiffening plate is arranged between any two adjacent upper reinforcing plates, is of a flat structure and is parallel to the cross section of the circular column. The utility model discloses prefabricated wallboard stand structure for traditional has better structural strength, also changes in the installation and use, also need not to set up extra bearing structure for traditional structure during the construction, has reduced the operation degree of difficulty, has improved efficiency.
Description
Technical Field
The utility model relates to a building structure technical field, concretely relates to prefabricated wallboard stand structure of strenghthened type.
Background
The prefabricated wall board is mostly a concrete building structure, and is a reinforced concrete plate type member which is processed and manufactured in advance on a prefabricated field or a building site and is used for building assembly. The prefabricated wall boards are adopted to build and assemble the large-board building, so that the factory and mechanical construction degree can be improved, the field wet operation is reduced, the field construction period is shortened, the field labor is saved, and the seasonal influence is overcome.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a prefabricated wallboard stand structure of strenghthened type, solve above technical problem.
The utility model provides a technical problem can adopt following technical scheme to realize:
a reinforced prefabricated wall panel upright column structure comprises a circular column body which is hollow and has two open ends, wherein,
the circular column body comprises a main column body, an upper connecting part and a lower connecting part, and the main column body is upwards connected with the upper connecting part and downwards connected with the lower connecting part;
the outer wall of the upper connecting part is provided with four upper reinforcing plates, and the upper reinforcing plates are of a flat structure;
any upper reinforcing plate is perpendicular to the outer wall of the upper connecting part, the four upper reinforcing plates are arranged at intervals of 90 degrees around the outer wall of the upper connecting part, and any upper reinforcing plate is perpendicular to the cross section of the circular column;
an upper stiffening plate is arranged between any two adjacent upper reinforcing plates, is of a flat structure and is parallel to the cross section of the circular cylinder.
The utility model discloses a position that is used for connecting the girder steel on the upper portion of the outer wall of circular stand sets up the reinforcing plate, has realized the support of girder steel, bearing and location when not only helping the installation can also additional strengthening intensity, make the prefabricated wallboard after the installation shaping firmer.
The main column body, the upper connecting part and the lower connecting part are of an integrally formed structure.
The plate thickness of the upper reinforcing plate is not larger than the wall thickness of the circular column.
The upper reinforcing plate protrudes out of the outer edge of the upper stiffening plate.
The thickness of the upper stiffening plate is 1-1.5 times of the wall thickness of the circular column.
All the upper stiffening plates are of an integrally formed structure, are arranged into an annular structure and are sleeved on the circular cylinder, the inner surface of the ring of each upper stiffening plate is connected with the outer wall of the circular cylinder, any upper stiffening plate is perpendicular to the integrally formed upper stiffening plates, and the lower end face of any upper stiffening plate is connected with the upper surface of the upper stiffening plate.
The outer wall of the lower connecting part is provided with four lower reinforcing plates, and the lower reinforcing plates are of flat plate structures;
any lower reinforcing plate is perpendicular to the outer wall of the lower connecting part, the four lower reinforcing plates are arranged at intervals of 90 degrees around the outer wall of the lower connecting part, and any lower reinforcing plate is perpendicular to the cross section of the circular column;
and a lower stiffening plate is arranged between any two adjacent lower reinforcing plates, is of a flat plate structure and is parallel to the cross section of the circular cylinder.
The plate thickness of the lower reinforcing plate is not larger than the wall thickness of the circular column.
The thickness of the lower stiffening plate is 1 to 1.5 times of the wall thickness of the circular column.
Has the advantages that: due to the adoption of the technical scheme, the utility model discloses for traditional prefabricated wallboard stand structure has better structural strength, also changes in the installation and use, also need not to set up extra bearing structure for traditional structure during the construction, has reduced the operation degree of difficulty, has improved efficiency.
Drawings
Fig. 1 is a schematic structural view of a main viewing angle of the present invention;
fig. 2 is a top view of fig. 1.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention will be further explained with reference to the specific drawings. It is noted that the terms "first," "second," "third," "fourth," and the like (if any) in the description and in the claims of the present invention are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It will be appreciated that the data so used may be interchanged under appropriate circumstances such that the embodiments described herein may be practiced otherwise than as specifically illustrated or described herein. Furthermore, the terms "comprises" or "comprising," and any variations thereof, are intended to cover non-exclusive inclusions, such that a product or apparatus that comprises a list of elements or units is not necessarily limited to those elements or units expressly listed, but may include other elements or units not expressly listed or inherent to such product or apparatus.
Referring to fig. 1, a prefabricated wallboard stand structure of strenghthened type, including circular cylinder 100, its inside cavity and both ends opening, circular cylinder 100 includes the main cylinder, goes up connecting portion and lower connecting portion, and the main cylinder upwards connects upper connection portion, connects lower connecting portion downwards, and is preferred, and the three sets up to the integrated into one piece structure.
The outer wall of the upper connecting part is provided with four upper reinforcing plates 201, and the upper reinforcing plates 201 are of flat plate structures. Any upper reinforcing plate 201 is perpendicular to the outer wall of the upper connecting part, four upper reinforcing plates 201 are arranged at intervals of 90 degrees around the outer wall of the upper connecting part, and any upper reinforcing plate 201 is perpendicular to the cross section of the circular column 100;
an upper stiffening plate 202 is arranged between any two adjacent upper stiffening plates 201, and the upper stiffening plate 202 is of a flat structure and is parallel to the cross section of the circular column 100.
The plate thickness of the upper reinforcing plate 201 is not larger than the wall thickness of the circular column 100.
The upper stiffener plates 201 protrude from the outer edges of the upper stiffener plates 202.
The thickness of the upper stiffener plate 202 is 1 to 1.5 times the thickness of the circular column 100.
All the upper stiffening plates 202 are of an integrally formed structure, are arranged into an annular structure and are sleeved on the circular column 100, the inner surface of the ring of each upper stiffening plate 202 is connected with the outer wall of the circular column 100, any upper stiffening plate 201 is perpendicular to the integrally formed upper stiffening plates 202, and the lower end surface of any upper stiffening plate 201 is connected with the upper surface of the upper stiffening plate 202.
The outer wall of the lower connecting part is provided with four lower reinforcing plates 301, and the lower reinforcing plates 301 are of flat plate structures; any lower reinforcing plate 301 is perpendicular to the outer wall of the lower connecting part, the four lower reinforcing plates 301 are arranged at intervals of 90 degrees around the outer wall of the lower connecting part, and any lower reinforcing plate 301 is perpendicular to the cross section of the circular column 100; a lower stiffening plate 302 is arranged between any two adjacent lower reinforcing plates 301, and the lower stiffening plate 302 is of a flat plate-shaped structure and is parallel to the cross section of the circular column 100.
The thickness of the lower reinforcing plate 301 is not larger than the thickness of the circular column 100.
The thickness of the lower stiffener plate 302 is 1 to 1.5 times the thickness of the circular column 100.
The utility model discloses a position that is used for connecting the girder steel on the upper portion of the outer wall of circular stand sets up the reinforcing plate, has realized the support of girder steel, bearing and location when not only helping the installation can also additional strengthening intensity, make the prefabricated wallboard after the installation shaping firmer.
The cross section of circular stand mean when vertical the placing of circular stand, tangent plane when cutting circular stand along the horizontal angle.
The utility model is suitable for an application scenario of prefabricated wallboard stand of cartridge type structure. Circular cylinder 100, its structure is the cylinder structure by nature, specifically can adopt circular interface steel frame post to be the circular cylinder 100 body, its transversal ring of personally submitting a certain thickness, its thickness is stand panel wall thickness promptly.
Main cylinder, go up connecting portion and lower connecting portion when the three is integrated into one piece structure, can regard as with its effect when the building construction as distinguishing the basis, go up connecting portion and be used for connecting the girder steel, realize being connected with the upper end girder steel through being connected with girder steel web and bottom flange, lower connecting portion then is connected with column base bottom plate, column base bottom plate generally fixes on base surfaces such as ground, for the bottom support reinforced structure of prefabricated wallboard, and the top support reinforced structure of prefabricated wallboard is then regarded as to the girder steel.
The utility model discloses during the implementation, go up connecting portion and girder steel, lower connecting portion and column base be connected and all can adopt full penetration welding mode to realize, except that need set up bearing structure in advance and hold up upper girder steel place beam slab, need not extra other bearing structure, only with the utility model discloses the reinforcing plate and the stiffener of self realize the support to upper portion connection and sub-unit connection structure.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. A reinforced prefabricated wallboard stand column structure comprises a circular column body, wherein the interior of the circular column body is hollow, two ends of the circular column body are opened, and the reinforced prefabricated wallboard stand column structure is characterized in that the circular column body comprises a main column body, an upper connecting part and a lower connecting part, wherein the main column body is upwards connected with the upper connecting part and downwards connected with the lower connecting part;
the outer wall of the upper connecting part is provided with four upper reinforcing plates, and the upper reinforcing plates are of a flat structure;
any upper reinforcing plate is perpendicular to the outer wall of the upper connecting part, the four upper reinforcing plates are arranged at intervals of 90 degrees around the outer wall of the upper connecting part, and any upper reinforcing plate is perpendicular to the cross section of the circular column;
an upper stiffening plate is arranged between any two adjacent upper stiffening plates, the upper stiffening plate is of a flat-plate-shaped structure and is parallel to the cross section of the circular cylinder, and the upper stiffening plate protrudes out of the outer edge of the upper stiffening plate.
2. The reinforced prefabricated wall panel column structure of claim 1, wherein the main column body, the upper connecting part and the lower connecting part are integrally formed.
3. The reinforced prefabricated wall panel column structure of claim 1, wherein the upper reinforcing plate has a plate thickness no greater than the wall thickness of the circular cylinder.
4. The reinforced prefabricated wall panel column structure of claim 1, wherein the thickness of the upper stiffening plate is 1 to 1.5 times the wall thickness of the circular cylinder.
5. The reinforced prefabricated wall panel column structure of claim 1, wherein all the upper stiffening plates are integrally formed, are arranged in a ring structure, are sleeved on the circular cylinder, are connected with the outer wall of the circular cylinder by the inner surface of the ring, are perpendicular to the integrally formed upper stiffening plates, and are connected with the upper surfaces of the upper stiffening plates by the lower end surfaces of the upper stiffening plates.
6. A reinforced prefabricated wall panel column structure according to any one of claims 1 to 5, wherein four lower reinforcing plates are arranged on the outer wall of the lower connecting part, and each lower reinforcing plate is of a flat plate-shaped structure;
any lower reinforcing plate is perpendicular to the outer wall of the lower connecting part, the four lower reinforcing plates are arranged at intervals of 90 degrees around the outer wall of the lower connecting part, and any lower reinforcing plate is perpendicular to the cross section of the circular column;
and a lower stiffening plate is arranged between any two adjacent lower reinforcing plates, is of a flat plate structure and is parallel to the cross section of the circular cylinder.
7. The reinforced prefabricated wall panel column structure of claim 6, wherein the thickness of each lower reinforcing plate is not greater than the wall thickness of the circular cylinder.
8. The reinforced prefabricated wall panel column structure of claim 7, wherein the thickness of the lower stiffening plate is 1 to 1.5 times the wall thickness of the circular cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020568402.2U CN212200894U (en) | 2020-04-16 | 2020-04-16 | Reinforced prefabricated wallboard upright post structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020568402.2U CN212200894U (en) | 2020-04-16 | 2020-04-16 | Reinforced prefabricated wallboard upright post structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212200894U true CN212200894U (en) | 2020-12-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020568402.2U Active CN212200894U (en) | 2020-04-16 | 2020-04-16 | Reinforced prefabricated wallboard upright post structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212200894U (en) |
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2020
- 2020-04-16 CN CN202020568402.2U patent/CN212200894U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A reinforced prefabricated wall panel column structure Effective date of registration: 20231120 Granted publication date: 20201222 Pledgee: Shanghai Rural Commercial Bank Co.,Ltd. Putuo Sub branch Pledgor: SHANGHAI FENGXIAN ARCHITECTURAL DESIGN CO.,LTD. Registration number: Y2023310000757 |