CN204753656U - A clump of piles - soil - structure interact experimental model directly replaces to one side - Google Patents
A clump of piles - soil - structure interact experimental model directly replaces to one side Download PDFInfo
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- CN204753656U CN204753656U CN201520380953.5U CN201520380953U CN204753656U CN 204753656 U CN204753656 U CN 204753656U CN 201520380953 U CN201520380953 U CN 201520380953U CN 204753656 U CN204753656 U CN 204753656U
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Abstract
The utility model relates to a clump of piles - soil - structure interact experimental model directly replaces to one side, dependent territory worker simulation modeling experiment technical field designs for solving the complicated problem of a clump of piles - soil - structure interact experimental model directly replaces to one side preparation. The utility model discloses by soil box, foundation soil, straighten alternating group pile foundation, cushion cap and superstructure to one side and constitute, soil box be the open hollow cuboid in top, form by the steel sheet welding, the foundation soil divide into two -layer, the upper strata be the clay, the lower floor is the sand, the alternating group pile foundation of straightening to one side become by two perpendicular stakes and two slope pile clusters, an end elevation is the same, the cushion cap be concrete placement's cuboid, it allies oneself with perpendicular stake for whole with the slope stake, superstructure form by only pier and counter weight, solely pier be the cylinder, the threaded rod of two vertical ranges is implanted to the upper end, the counter weight is made up by the weight of different weight and forms. The utility model discloses the convenience is makeed in simple structure, processing, engineering practicability is strong.
Description
Technical field
The utility model belongs to geotechnological similarity simulation experiment technical field, is specifically related to a kind of similarity simulation experiment model, particularly relates to oblique orthogonal for group's Pile-soil-structure Interaction experimental model.
Background technology
At present, oblique orthogonal is widely used in the Long Span Roof Structures public building bases such as highway bridge, port and pier, offshore drilling platform, high-filled embankment, high tower structure, super highrise building, pattern foundation pit supporting structure, basement process, large-scale electric power line pole tower and airport, stadiums, recreational and sports activities center, exhibition hall for a clump of piles.Although recent domestic has carried out some Pile-soil-structure Dynamic Interaction model investigations, and achieve more achievement in research, but these researchs are all carried out for vertical single pile or a vertical clump of piles, corresponding experimental model is vertical single pile experimental model or vertical clump of piles experimental model, yet there are no the documents and materials of oblique orthogonal for group's Pile-soil-structure Interaction experimental model both at home and abroad.
In order to study the force and deformation characteristic of oblique orthogonal for group's Pile-soil-structure Interaction system, in project of national nature science fund project (numbering: under subsidy 41372288), intend adopting similar simulation experimental method to carry out correlative study, but because oblique orthogonal makes complicated for group's Pile-soil-structure Interaction experimental model, so that still lack the similarity simulation experiment model matched at present, therefore, need a kind of effective tiltedly orthogonal of utility model for group's Pile-soil-structure Interaction experimental model.
Summary of the invention
The purpose of this utility model is to provide a kind of tiltedly orthogonal for group's Pile-soil-structure Interaction experimental model, this experimental model not only can reflect the interaction property of oblique orthogonal for group's pile-soil-structure system really, and structure is simple, cost of manufacture is cheap, practical, Technological Economy is feasible.
Technical solution adopted in the utility model is: tiltedly orthogonal is for group's Pile-soil-structure Interaction experimental model, and it is made up of for multi-column pier foundation, cushion cap and superstructure native case, foundation soil, tiltedly orthogonal; Described native case is the hollow cuboid that top is opened wide, and is formed by Plate Welding; Described foundation soil is divided into two-layer, and upper strata is clay, and lower floor is sand; Described oblique orthogonal is made up of two plumb piles and two raked piles for multi-column pier foundation, and at the bottom of stake, absolute altitude is identical; Described cushion cap is the cuboid of concreting, and plumb pile and raked pile connection are entirety by it; Described superstructure is made up of Single column pier and counterweight, and Single column pier is cylinder, and two vertically disposed threaded rods are implanted in upper end, and counterweight is combined by the counterweight of Different Weight.
Construction usage method of the present utility model is: tiltedly orthogonal is for group's Pile-soil-structure Interaction experimental model, first, according to the prefabricated overall structure be made up of for two plumb piles in multi-column pier foundation and two raked piles, cushion cap and Single column pier oblique orthogonal of design size, and implant two vertically disposed threaded rods in the upper end of Single column pier.Then, native case is welded according to designing requirement with steel plate, and the sand filled out in native case in foundation soil, when at the bottom of the depth of fill reaches during absolute altitude, the prefabricated overall structure be made up of for two plumb piles in multi-column pier foundation and two raked piles, cushion cap and Single column pier oblique orthogonal is placed to the top of foundation soil by designing requirement, then continues back-up sand soil, when the depth of fill reaches the design elevation of sand, start to fill out clay, until the depth of fill reaches the height of designing requirement.After experimental model completes, the load of experimentally required superstructure, chooses the counterweight of the Different Weight required for counterweight, and is placed to by the counterweight chosen on the threaded rod of Single column pier upper end, add Upper gasket, fastening nut.Finally, experimental requirement, carries out loading experiment to oblique orthogonal for group's Pile-soil-structure Interaction experimental model, and records relevant experimental data.
Operating principle of the present utility model is: tiltedly orthogonal is for group's Pile-soil-structure Interaction experimental model, it is the reduced scale experimental model be made according to the pre-determined likelihood ratio, the composition structure of this experimental model is all consistent with Practical Project with stressing conditions, therefore, can reflect that in Practical Project, oblique orthogonal is for the force and deformation characteristic of group's Pile-soil-structure Interaction system really.
The beneficial effects of the utility model are: tiltedly orthogonal is simple, easy to make, cheap for group's Pile-soil-structure Interaction laboratory model construction, engineering practicability is strong, and can comprehensive and accurate simulation Practical Project situation, gained result of study truly can reflect the mechanical state for group's Pile-soil-structure Interaction system of oblique orthogonal in Practical Project, thus provides necessary Data support and construction to instruct for the theory analysis of Practical Project, engineering design and site operation.
Accompanying drawing explanation
Fig. 1 is that the oblique orthogonal of the utility model is for the overall generalized section of group's Pile-soil-structure Interaction experimental model.
Fig. 2 is that the oblique orthogonal of the utility model is for group's Pile-soil-structure Interaction experimental model cushion cap schematic diagram.
Fig. 3 is that the oblique orthogonal of the utility model is for group's Pile-soil-structure Interaction experimental model superstructure schematic diagram.
Marginal data: 1-soil case; 2-foundation soil; The oblique orthogonal of 3-is for multi-column pier foundation; 4-cushion cap; 5-superstructure; 6-clay; 7-sand; 8-plumb pile; 9-raked pile; 10-Single column pier; 11-threaded rod; 12-counterweight; 13-pad.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further.
As shown in FIG. 1 to 3, the oblique orthogonal of the utility model is for group's Pile-soil-structure Interaction experimental model, and it is made up of for multi-column pier foundation 3, cushion cap 4 and superstructure 5 native case 1, foundation soil 2, tiltedly orthogonal; The hollow cuboid that described native case 1 opens wide for top, is formed by Plate Welding; Described foundation soil 2 is divided into two-layer, and upper strata is clay 6, and lower floor is sand 7; Described oblique orthogonal is made up of two plumb piles 8 and two raked piles 9 for multi-column pier foundation 3, and at the bottom of stake, absolute altitude is identical; Described cushion cap 4 is the cuboid of concreting, and plumb pile 8 and raked pile 9 are overall by it; Described superstructure 5 is made up of Single column pier 10 and counterweight, and Single column pier 10 is cylinder, and two vertically disposed threaded rods 11 are implanted in upper end, and counterweight is combined by the counterweight 12 of Different Weight.
During use, first, according to the prefabricated overall structure be made up of for two plumb piles 8 in multi-column pier foundation 3 and two raked piles 9, cushion cap 4 and Single column pier 10 oblique orthogonal of design size, and two vertically disposed threaded rods 11 are implanted in the upper end of Single column pier 10.Then, native case 1 is welded according to designing requirement with steel plate, and the sand 7 filled out toward 1 li, native case in foundation soil 2, when at the bottom of the depth of fill reaches during absolute altitude, the prefabricated overall structure be made up of for two plumb piles 8 in multi-column pier foundation 3 and two raked piles 9, cushion cap 4 and Single column pier 10 oblique orthogonal is placed to the top of foundation soil 2 by designing requirement, then continue back-up sand soil 7, when the depth of fill reaches the design elevation of sand 7, start to fill out clay 6, until the depth of fill reaches the height of designing requirement.After experimental model completes, the load of experimentally required superstructure 5, chooses the counterweight 12 of the Different Weight required for counterweight, and is placed to by the counterweight 12 chosen on the threaded rod 11 of Single column pier 10 upper end, add Upper gasket 13, fastening nut.Finally, experimental requirement, carries out loading experiment to oblique orthogonal for group's Pile-soil-structure Interaction experimental model, and records relevant experimental data.
Claims (1)
1. oblique orthogonal is for group's Pile-soil-structure Interaction experimental model, it is characterized in that, it is made up of for multi-column pier foundation, cushion cap and superstructure native case, foundation soil, tiltedly orthogonal; Described native case is the hollow cuboid that top is opened wide, and is formed by Plate Welding; Described foundation soil is divided into two-layer, and upper strata is clay, and lower floor is sand; Described oblique orthogonal is made up of two plumb piles and two raked piles for multi-column pier foundation, and at the bottom of stake, absolute altitude is identical; Described cushion cap is the cuboid of concreting, and plumb pile and raked pile connection are entirety by it; Described superstructure is made up of Single column pier and counterweight, and Single column pier is cylinder, and two vertically disposed threaded rods are implanted in upper end, and counterweight is combined by the counterweight of Different Weight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520380953.5U CN204753656U (en) | 2015-06-05 | 2015-06-05 | A clump of piles - soil - structure interact experimental model directly replaces to one side |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520380953.5U CN204753656U (en) | 2015-06-05 | 2015-06-05 | A clump of piles - soil - structure interact experimental model directly replaces to one side |
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| Publication Number | Publication Date |
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| CN204753656U true CN204753656U (en) | 2015-11-11 |
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| CN201520380953.5U Withdrawn - After Issue CN204753656U (en) | 2015-06-05 | 2015-06-05 | A clump of piles - soil - structure interact experimental model directly replaces to one side |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878786A (en) * | 2015-06-05 | 2015-09-02 | 山东科技大学 | Inclined-straight alternating group piles-soil-structure interaction experiment model |
| CN106917419A (en) * | 2015-12-25 | 2017-07-04 | 中国市政工程华北设计研究总院有限公司 | A kind of simplified analogy method of bridge great-leap-forward prestressing force cushion cap support |
| CN109024713A (en) * | 2018-06-12 | 2018-12-18 | 同济大学 | Simulate clump of piles dynamic effect and the coefficient device of Pile Soil and its analogy method |
-
2015
- 2015-06-05 CN CN201520380953.5U patent/CN204753656U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878786A (en) * | 2015-06-05 | 2015-09-02 | 山东科技大学 | Inclined-straight alternating group piles-soil-structure interaction experiment model |
| CN104878786B (en) * | 2015-06-05 | 2016-08-31 | 山东科技大学 | Tiltedly orthogonal is for group's Pile-soil-structure Interaction experimental model |
| CN106917419A (en) * | 2015-12-25 | 2017-07-04 | 中国市政工程华北设计研究总院有限公司 | A kind of simplified analogy method of bridge great-leap-forward prestressing force cushion cap support |
| CN109024713A (en) * | 2018-06-12 | 2018-12-18 | 同济大学 | Simulate clump of piles dynamic effect and the coefficient device of Pile Soil and its analogy method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151111 Effective date of abandoning: 20160831 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |