CN211447807U - Supporting structure for suspended large-volume concrete construction - Google Patents
Supporting structure for suspended large-volume concrete construction Download PDFInfo
- Publication number
- CN211447807U CN211447807U CN201922364512.7U CN201922364512U CN211447807U CN 211447807 U CN211447807 U CN 211447807U CN 201922364512 U CN201922364512 U CN 201922364512U CN 211447807 U CN211447807 U CN 211447807U
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- supporting platform
- upright posts
- soil
- construction
- supporting structure
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- Expired - Fee Related
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- 238000010276 construction Methods 0.000 title claims abstract description 16
- 239000002689 soil Substances 0.000 claims abstract description 27
- 238000005096 rolling process Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract 1
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
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Abstract
The utility model belongs to the technical field of the construction, concretely relates to suspended large-size bearing structure for concrete construction. A supporting structure is used in construction of unsettled bulky concrete that relates to, its characterized in that: the supporting structure is provided with a plurality of upright posts fixed on the ground; a plurality of upright posts surround to form a square bracket, and the upright posts are independently arranged; the size of the upper end face of the square support is the same as that of the bottom face of the mass concrete body to be supported; a soil supporting platform is coated on the square support; the soil supporting platform is in a frustum pyramid shape with a small upper part and a big lower part, and the upper end surface of the soil supporting platform is flush with the upper end surface of the square support and has the same size; the soil supporting platform and the plurality of upright posts jointly form a supporting structure for supporting the suspended mass concrete body. The technology avoids the arrangement of the lower support, has obvious economical efficiency and improves the safety in the pouring process.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to suspended large-size bearing structure for concrete construction.
Background
For the suspended mass concrete structure with the upright post support arranged below, the lower part needs to be provided with dense supports due to the larger self weight of the concrete, and the construction economy is poorer. And because the dead weight of the concrete is larger, the stability of the bracket is difficult to be ensured.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defects existing in the prior art, the utility model aims at providing a supporting structure for the construction of unsettled bulky concrete.
The purpose of the utility model can be realized through the following technical scheme:
a supporting structure for suspended mass concrete construction is provided with a plurality of upright posts fixed on the ground; a plurality of upright posts surround to form a square bracket, and the upright posts are independently arranged; the size of the upper end face of the square support is the same as that of the bottom face of the mass concrete body to be supported; a soil supporting platform is coated on the square support; the soil supporting platform is in a frustum pyramid shape with a small upper part and a big lower part, and the upper end surface of the soil supporting platform is flush with the upper end surface of the square support and has the same size; the soil supporting platform and the plurality of upright posts jointly form a supporting structure for supporting the suspended mass concrete body.
The soil supporting platform is formed by layering and rolling, and the strength is greater than 250 KPa.
The utility model provides a supporting structure for the construction of suspended mass concrete, which uses the soil with better economical efficiency and mound to form a platform to replace a bracket, thereby saving the construction cost; by adopting the soil supporting platform, aerial operation is changed into overground operation, the instability of the bracket system is avoided, and the safety in the pouring process can be guaranteed.
Drawings
Fig. 1 is a schematic elevation view of the present invention;
fig. 2 is a schematic plan view of the present invention.
In the figure: 1. large-volume concrete body, 2, upright post, 3 and soil supporting platform.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1 and 2, the supporting structure for the construction of the suspended mass concrete is provided with a plurality of upright posts 2 fixed on the ground; a plurality of upright posts 2 surround to form a square bracket, and the upright posts are arranged independently; the size of the upper end face of the square support is the same as that of the bottom face of the mass concrete body 1 to be supported; the cube support is coated with a soil supporting platform 3; the soil supporting platform 3 is in a frustum pyramid shape with a small upper part and a big lower part, and the upper end surface of the soil supporting platform is flush with the upper end surface of the square support and has the same size; the soil supporting platform and the plurality of upright posts jointly form a supporting structure for supporting the suspended mass concrete body.
The soil supporting platform is formed by layering and rolling, and the strength is greater than 250 KPa.
During specific construction, after the stand column 2 is constructed, backfilling soil to form a soil supporting platform 3; the soil supporting platform 3 is in a frustum pyramid shape and is formed by layering and rolling, and the strength is greater than 250 KPa; pouring a large-volume concrete body 1 on the soil supporting platform 3; after the bulk concrete 1 has reached its strength, the underlying soil support platform 3 is excavated.
The embodiments described above are intended to facilitate the understanding and use of the invention by those skilled in the art. It will be readily apparent to those skilled in the art that various modifications to these embodiments may be made, and the generic principles described herein may be applied to other embodiments without the use of the inventive faculty. Therefore, the present invention is not limited to the above embodiments, and those skilled in the art should make improvements and modifications within the scope of the present invention according to the disclosure of the present invention.
Claims (2)
1. The utility model provides a bearing structure is used in construction of unsettled bulky concrete which characterized in that: the supporting structure is provided with a plurality of upright posts fixed on the ground; a plurality of upright posts surround to form a square bracket, and the upright posts are independently arranged; the size of the upper end face of the square support is the same as that of the bottom face of the mass concrete body to be supported; a soil supporting platform is coated on the square support; the soil supporting platform is in a frustum pyramid shape with a small upper part and a big lower part, and the upper end surface of the soil supporting platform is flush with the upper end surface of the square support and has the same size; the soil supporting platform and the plurality of upright posts jointly form a supporting structure for supporting the suspended mass concrete body.
2. The supporting structure for the construction of the suspended mass concrete according to claim 1, wherein: the soil supporting platform is formed by layering and rolling, and the strength is greater than 250 KPa.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922364512.7U CN211447807U (en) | 2019-12-25 | 2019-12-25 | Supporting structure for suspended large-volume concrete construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922364512.7U CN211447807U (en) | 2019-12-25 | 2019-12-25 | Supporting structure for suspended large-volume concrete construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211447807U true CN211447807U (en) | 2020-09-08 |
Family
ID=72316561
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922364512.7U Expired - Fee Related CN211447807U (en) | 2019-12-25 | 2019-12-25 | Supporting structure for suspended large-volume concrete construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211447807U (en) |
-
2019
- 2019-12-25 CN CN201922364512.7U patent/CN211447807U/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: 20200908 Termination date: 20211225 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |