CN203284947U - Composite type cushion pier structure for structure construction - Google Patents
Composite type cushion pier structure for structure construction Download PDFInfo
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- CN203284947U CN203284947U CN2013203324060U CN201320332406U CN203284947U CN 203284947 U CN203284947 U CN 203284947U CN 2013203324060 U CN2013203324060 U CN 2013203324060U CN 201320332406 U CN201320332406 U CN 201320332406U CN 203284947 U CN203284947 U CN 203284947U
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- cushion pier
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Abstract
The utility model discloses a composite type cushion pier structure for structure construction and weighing. The composite type cushion pier structure comprises a cement filled steel structure cushion pier, wherein forklift movable cushion pier holes are formed in the side wall of the concrete filled steel structure cushion pier, the upper portion of the concrete filled steel structure cushion pier is arranged to be of a crossed-shaped structure, and a hydraulic cylinder is arranged on each crossed-shaped arm of the crossed-shaped structure. The composite type cushion pier structure has the advantages of optimizing the stress condition of the cushion pier and the stability of a supporting object in the process of weighing, improving the construction precision and ensuring the construction safety.
Description
Technical field
The utility model relates to the pad pier structure, and the utility model relates in particular to the compound pad pier structure of building and weighing for works.
Background technology
Large structure is built the integrated smelting device that adopts modularization to build, minimum module tons heavily approximately up to a hundred, and maximum module weighs several ten thousand tons.For various reasons, the large structure module must be built in non-slideway zone, and this has just proposed very high requirement to building operating mode and transporting operating mode.
While in non-slideway district, building,, for reducing stressed on the ground unit area, must be connected with ground by the pad pier, the pressure that non-slideway district is subject to is as far as possible little, and the settling amount of soil is also as far as possible little, can also improve construction precision simultaneously, the safety that assurance is constructed.Shown in Figure 1 is existing pad pier structure, it comprises cement filling steel work pad pier 2, it is the hydraulic cylinder cloth set 1 that hydraulic cylinder is used that described cement is filled steel work pad pier 2 both sides, at described cement, fills on steel work pad pier 2 sidewalls and has fork truck movable cushion pier hole 3.
Summary of the invention
Main purpose of the present utility model is to overcome the above-mentioned shortcoming that prior art exists, the stress state of pad pier and the stationarity of supporter while providing a kind of optimization to weigh, improve construction precision, guaranteed the compound pad pier structure that works is built and weighed that is used for of construction safety.
The purpose of this utility model is realized by following technical scheme:
The compound pad pier structure of building and weighing for works of the present utility model, it comprises cement filling steel work pad pier, fill on steel work pad pier sidewall and have fork truck movable cushion pier hole at described cement, described cement is filled steel work pad socle and is set to decussate texture, all is furnished with hydraulic cylinder on each spider of described decussate texture.
The beneficial effects of the utility model: optimized while weighing, the stress state of pad pier itself and the stationarity of supporter, improved construction precision, guaranteed construction safety.
Description of drawings
Fig. 1 is the structural perspective of existing pad pier structure;
Fig. 2 is the structural perspective of the compound pad pier structure that is used for the works construction and weighs of utility model.
The specific embodiment
The compound pad pier structure of building and weighing for works of the present utility model as shown in Figure 2, it comprises cement filling steel work pad pier 2, fill on steel work pad pier 2 sidewalls and have fork truck movable cushion pier hole 3 at described cement, described cement is filled steel work pad socle and is set to decussate texture, all is furnished with hydraulic cylinder on each spider of described decussate texture.
Cement is filled steel work pad pier 2 take i-beam structure as skeleton, and with cement material, fills., stress deformation minimum arrangement maximum according to bearing capacity, improved the form that hydraulic cylinder is arranged in both sides in the past, all is furnished with the hydraulic cylinder of weighing on four direction, thereby optimized while weighing, the stress state of pad pier itself and the stationarity of supporter.
Claims (1)
1. be used for the compound pad pier structure that works is built and weighed, it comprises cement filling steel work pad pier, fill on steel work pad pier sidewall and have fork truck movable cushion pier hole at described cement, it is characterized in that: described cement is filled steel work pad socle and is set to decussate texture, all is furnished with hydraulic cylinder on each spider of described decussate texture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203324060U CN203284947U (en) | 2013-06-08 | 2013-06-08 | Composite type cushion pier structure for structure construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203324060U CN203284947U (en) | 2013-06-08 | 2013-06-08 | Composite type cushion pier structure for structure construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203284947U true CN203284947U (en) | 2013-11-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203324060U Expired - Lifetime CN203284947U (en) | 2013-06-08 | 2013-06-08 | Composite type cushion pier structure for structure construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203284947U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080279A (en) * | 2019-05-16 | 2019-08-02 | 中冶东方工程技术有限公司 | A kind of assembled combination pad pier built for non-slideway module device |
| CN114086531A (en) * | 2021-12-16 | 2022-02-25 | 珠海巨涛海洋石油服务有限公司 | Sheet prefabricating process for offshore wind power jacket |
-
2013
- 2013-06-08 CN CN2013203324060U patent/CN203284947U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080279A (en) * | 2019-05-16 | 2019-08-02 | 中冶东方工程技术有限公司 | A kind of assembled combination pad pier built for non-slideway module device |
| CN114086531A (en) * | 2021-12-16 | 2022-02-25 | 珠海巨涛海洋石油服务有限公司 | Sheet prefabricating process for offshore wind power jacket |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131113 |
|
| CX01 | Expiry of patent term |