CN201835297U - Support structure for controlling deformation of large-sized structure - Google Patents
Support structure for controlling deformation of large-sized structure Download PDFInfo
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- CN201835297U CN201835297U CN 201020590807 CN201020590807U CN201835297U CN 201835297 U CN201835297 U CN 201835297U CN 201020590807 CN201020590807 CN 201020590807 CN 201020590807 U CN201020590807 U CN 201020590807U CN 201835297 U CN201835297 U CN 201835297U
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- support body
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Abstract
The utility model relates to a support structure for controlling the deformation of a large-sized structure. The support structure comprises a support body, wherein the upper part of the support body is a cylinder body, and the bottom of the support body is connected with a base; the support body is of a steel structure; and the cylinder body at the upper part of the support body is connected with the square base in a welding way. In the utility model, the upper surface of the support body is in contact with the bottom surface of the supported large-sized structure, so that the support body can provide the sufficient support for the biggest deformed hanging part of the large-sized structure, so as to greatly control the subsidence deformation of the large-sized structure in the layering construction process of a soft foundation, ensure the good positional accuracy between an upper-layer construction and a lower-layer large-sized structure and finally ensure the overall quality of the large-sized structure after the layering construction is carried out to the large-sized structure.
Description
Technical field
The utility model relates to braced structures, relates in particular to a kind of braced structures that is used for the soft basic stratified construction process control large scale structure composition deformation of large structure.
Background technology
At present, on soft basis, carry out in the large structure stratified construction process,, be out of shape because of the weight of structure itself causes bigger sinking in zone that no pillar distributes because the pillar of large structure disperses, thereby influence the installation of upper strata fabrication, make that seam crossing causes very mistake between the levels.In order to overcome the error that seam crossing exists between the levels, traditional practice is: by increasing the rigidity and the intensity of large structure itself, to overcome the error that seam crossing exists between the levels.Not only increased design and manufacturing cost, and this method can not reach the installation accuracy requirement between the levels.
The utility model content
Main purpose of the present utility model is to overcome the above-mentioned shortcoming that prior art exists, and provide a kind of braced structures of controlling the large scale structure composition deformation, its supporter upper surface contacts with the large structure bottom surface of being supported, make supporter partly form abundant support to the unsettled maximum distortion of large structure, thereby, greatly control the sinking distortion of large structure in soft basic stratified construction process, guarantee the good locations precision of seam between upper strata fabrication and the lower floor's large structure, finally guarantee the oeverall quality behind the large structure stratified construction.
The purpose of this utility model is realized by following technical scheme:
A kind of braced structures of controlling the large scale structure composition deformation is characterized in that: comprise supporter, this supporter top is cylinder, and the bottom connects a pedestal.
Described supporter is a steel work, and upper cylinder adopts welding manner to be connected with square base.
The beneficial effects of the utility model: the utility model is owing to adopt technique scheme, its supporter upper surface contacts with the large structure bottom surface of being supported, make supporter partly form abundant support to the unsettled maximum distortion of large structure, thereby, greatly control the sinking distortion of large structure in soft basic stratified construction process, guarantee the good locations precision of seam between upper strata fabrication and the lower floor's large structure, finally guarantee the oeverall quality behind the large structure stratified construction.
Description of drawings:
Fig. 1 is the utility model structural representation.
Fig. 2 is a vertical view of the present utility model.
Fig. 3 is the utility model user mode schematic diagram.
Major label description in figure:
The 1-supporter, the rectangular body type base of 2-, 3-large structure, 4-pillar, the soft basis of 5-.
The specific embodiment
As Fig. 1, shown in Figure 2, the utility model comprises: steel work supporter 1, and this supporter 1 top is cylinder formula pillar 4, the bottom adopts welding manner to connect a rectangle pedestal 2.
As shown in Figure 3, large structure 3 is in soft basic 5 stratified construction processes, as required several supporters 1 are placed on the bottom of large structure 3 respectively, the end face of supporter 1 upper strut 4 forms with large structure 3 bottom surfaces of being supported and contacts, make large structure 3 in soft basic stratified construction process, unsettled distortion largest portion can access abundant support, thereby, controlled the structure that causes because of large structure 3 weight own and sunk to being out of shape, changed in the tradition to strengthen the structural strength of fabrication own, increase design, manufacture the mode of original controlled deformation.
The above, it only is preferred embodiment of the present utility model, be not that the utility model is done any pro forma restriction, every foundation technical spirit of the present utility model all still belongs in the scope of technical solutions of the utility model any simple modification, equivalent variations and modification that above embodiment did.
Claims (2)
1. braced structures of controlling the large scale structure composition deformation, it is characterized in that: comprise supporter, this supporter top is cylinder, and the bottom connects a pedestal.
2. the braced structures of control large scale structure composition deformation according to claim 1 is characterized in that: described supporter is a steel work, and upper cylinder adopts welding manner to be connected with square base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020590807 CN201835297U (en) | 2010-10-29 | 2010-10-29 | Support structure for controlling deformation of large-sized structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020590807 CN201835297U (en) | 2010-10-29 | 2010-10-29 | Support structure for controlling deformation of large-sized structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201835297U true CN201835297U (en) | 2011-05-18 |
Family
ID=44005403
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020590807 Expired - Lifetime CN201835297U (en) | 2010-10-29 | 2010-10-29 | Support structure for controlling deformation of large-sized structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201835297U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912811A (en) * | 2012-11-22 | 2013-02-06 | 中国水电顾问集团中南勘测设计研究院 | Multi-base gravity type base structure |
-
2010
- 2010-10-29 CN CN 201020590807 patent/CN201835297U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912811A (en) * | 2012-11-22 | 2013-02-06 | 中国水电顾问集团中南勘测设计研究院 | Multi-base gravity type base structure |
| CN102912811B (en) * | 2012-11-22 | 2015-04-22 | 中国电建集团中南勘测设计研究院有限公司 | Multi-base gravity type base structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee after: Offshore Oil Engineering Co., Ltd. Patentee after: China Offshore Oil Group Co., Ltd. Co-patentee after: Offshore Oil Engineering (Qingdao) Co., Ltd. Co-patentee after: Tianjin University Address before: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee before: Offshore Oil Engineering Co., Ltd. Patentee before: China National Offshore Oil Corporation Co-patentee before: Offshore Oil Engineering (Qingdao) Co., Ltd. Co-patentee before: Tianjin University |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110518 |