CN203878630U - Inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template - Google Patents
Inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template Download PDFInfo
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- CN203878630U CN203878630U CN201420318948.7U CN201420318948U CN203878630U CN 203878630 U CN203878630 U CN 203878630U CN 201420318948 U CN201420318948 U CN 201420318948U CN 203878630 U CN203878630 U CN 203878630U
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Abstract
The utility model relates to an inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template and belongs to the technical field of test equipment. The inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template is designed in order to solve the problem that an inclination and straightness alternated pile group-bearing platform-upper structure similar model is difficult to manufacture. The inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template is composed of an inclination and straightness alternated pile group template body, a bearing platform template body and an upper structure template body, the inclination and straightness alternated pile group template body is composed of an inclined round PVC tube with the bottom closed, and a vertical round PVC tube, the bearing platform template body is made of organic glass and is a hollow cubic box without a top cover and with a bottom plate provided with a reserved hole, and the bearing platform template body and the inclination and straightness alternated pile group template body adhere together in the position of the reserved hole; the upper structure template body is composed of a round PVC tube and a bearing platform cover plate, the bearing platform cover plate is made of organic glass, a hole is reserved in the center of the bearing platform cover plate, and the round PVC tube and the bearing platform cover plate adhere together in the position of the reserved hole through glass cement. The inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template is convenient to manufacture, low in cost and high in engineering practicability.
Description
Technical field
The utility model belongs to test apparatus equipment technical field, is specifically related to a kind of analog simulation test model and makes template, relates in particular to oblique orthogonal and makes template for group's pile-pile cap-superstructure scale model.
Background technology
At present, tiltedly orthogonal is widely used in the Long Span Roof Structures public building bases such as highway bridge, port and pier, offshore drilling platform, high fills embankment, high tower structure, super highrise building, pattern foundation pit supporting structure, ground processing, large-scale electric power line pole tower and airport, stadiums, recreational and sports activities center, exhibition hall for a clump of piles.In order to analyze oblique orthogonal for the interaction property of group's pile-pile cap-superstructure system, in project of national nature science fund project (numbering: under subsidy 41372288), adopt analog simulation to test to study.When carrying out analog simulation test, need to make oblique orthogonal for the scale model of group's pile-pile cap-superstructure according to definite likelihood ratio, but also there is no at present the oblique orthogonal of a kind of highly effective special making both at home and abroad for the template of group's pile-pile cap-superstructure scale model, therefore, need a kind of oblique orthogonal of utility model to make template for group's pile-pile cap-superstructure scale model.
Summary of the invention
The purpose of this utility model is to provide a kind of oblique orthogonal and makes template for group's pile-pile cap-superstructure scale model, this template not only can be made oblique orthogonal for group's pile-pile cap-superstructure scale model by one-time formed high-quality, effectively shorten the modelling time, and simple in structure, with low cost, easy to operate, Technological Economy is feasible.
Technical solution adopted in the utility model is: tiltedly orthogonal is made template for group's pile-pile cap-superstructure scale model, and it is comprised of for clump of piles template, cushion cap template and superstructure template oblique orthogonal; For clump of piles template, the inclination PVC pipe by bottom lock forms with vertical PVC pipe described oblique orthogonal; Described cushion cap template adopts organic glass to make, and is a hollow cubic box that does not have top cover and base plate to have preformed hole, and cushion cap template is bonded together by glass cement at preformed hole place for clump of piles template with oblique orthogonal; Described superstructure template is comprised of PVC pipe and cushion cap cover plate, and cushion cap cover plate adopts organic glass to make, center reserving hole, and PVC pipe and cushion cap cover plate are bonded together by glass cement at preformed hole place.
Construction using method of the present utility model is: tiltedly orthogonal is made template for group's pile-pile cap-superstructure scale model, during use, first oblique orthogonal is fixed for clump of piles template and cushion cap template, then by a clump of piles of making, the whole reinforcement cage of cushion cap and superstructure is transferred to oblique orthogonal in clump of piles template and cushion cap template, then to oblique orthogonal, replace placing of concrete in clump of piles template and cushion cap template, until cap mold plate top surface, then superstructure template is fixed in cushion cap template, make superstructure reinforcing cage be placed in superstructure PVC pipe simultaneously, finally from superstructure PVC pipe, continue placing of concrete, until the end face of superstructure PVC pipe, modelling completes.
Operating principle of the present utility model is: tiltedly orthogonal is made template for group's pile-pile cap-superstructure scale model, oblique orthogonal is bonded together for clump of piles template and cushion cap template, and separated with superstructure template, the whole reinforcement cage of being convenient to stake, cushion cap and superstructure is laid, also be beneficial to concrete pouring, be convenient to oblique orthogonal for the one-time-concreting moulding of group's pile-pile cap-superstructure scale model, the good integrity of the scale model of making.
The beneficial effects of the utility model are: tiltedly orthogonal is simple, easy to make, with low cost, practical for group's pile-pile cap-superstructure scale model making formwork structure, Technological Economy is feasible, and can make oblique orthogonal for the moulding of group's pile-pile cap-superstructure scale model one-time-concreting, thereby guarantee the making quality of scale model.
Accompanying drawing explanation
Fig. 1 is that the oblique orthogonal of the utility model is made formwork integral schematic diagram for group's pile-pile cap-superstructure scale model.
Marginal data: 1-cushion cap template; 2-inclination PVC pipe; The vertical PVC pipe of 3-; 4-cushion cap base plate preformed hole; 5-superstructure PVC pipe; 6-cushion cap cover plate; 7-cushion cap cover plate preformed hole.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described further.
As shown in Figure 1, the oblique orthogonal of the utility model is made template for group's pile-pile cap-superstructure scale model, and it is comprised of for clump of piles template, cushion cap template 1 and superstructure template oblique orthogonal; For clump of piles template, the inclination PVC pipe 2 by bottom lock forms with vertical PVC pipe 3 described oblique orthogonal; Described cushion cap template 1 adopts organic glass to make, and is a hollow cubic box that does not have top cover and base plate to have preformed hole 4, and cushion cap template 1 is bonded together by glass cement at preformed hole 4 places for clump of piles template with oblique orthogonal; Described superstructure template is comprised of PVC pipe 5 and cushion cap cover plate 6, and cushion cap cover plate 6 adopts organic glass to make, center reserving hole 7, and PVC pipe 5 is bonded together by glass cement at preformed hole 7 places with cushion cap cover plate 6.
During use, first oblique orthogonal is fixed for clump of piles template and cushion cap template 1, then by the stake of making, the whole reinforcement cage of cushion cap and superstructure is transferred to oblique orthogonal in clump of piles template and cushion cap template 1, then to oblique orthogonal, replace placing of concrete in clump of piles template and cushion cap template 1, until cushion cap template 1 end face, then superstructure template is fixed in cushion cap template 1, make superstructure reinforcing cage be placed in superstructure PVC pipe 5 simultaneously, finally from superstructure PVC pipe 5, continue placing of concrete, until the end face of superstructure PVC pipe 5, modelling completes.
Claims (1)
1. oblique orthogonal is made a template for group's pile-pile cap-superstructure scale model, it is characterized in that, it is comprised of for clump of piles template, cushion cap template and superstructure template oblique orthogonal; For clump of piles template, the inclination PVC pipe by bottom lock forms with vertical PVC pipe described oblique orthogonal; Described cushion cap template adopts organic glass to make, and is a hollow cubic box that does not have top cover and base plate to have preformed hole, and cushion cap template is bonded together by glass cement at preformed hole place for clump of piles template with oblique orthogonal; Described superstructure template is comprised of PVC pipe and cushion cap cover plate, and cushion cap cover plate adopts organic glass to make, center reserving hole, and PVC pipe and cushion cap cover plate are bonded together by glass cement at preformed hole place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420318948.7U CN203878630U (en) | 2014-06-16 | 2014-06-16 | Inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420318948.7U CN203878630U (en) | 2014-06-16 | 2014-06-16 | Inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203878630U true CN203878630U (en) | 2014-10-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420318948.7U Withdrawn - After Issue CN203878630U (en) | 2014-06-16 | 2014-06-16 | Inclination and straightness alternated pile group-bearing platform-upper structure similar model manufacturing template |
Country Status (1)
| Country | Link |
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| CN (1) | CN203878630U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104005431A (en) * | 2014-06-16 | 2014-08-27 | 山东科技大学 | Alternately oblique and straight pile group-pile cap-superstructure similarity model manufacturing formwork |
| CN114263222A (en) * | 2021-11-24 | 2022-04-01 | 浙江大学 | Model test device and method for measuring ultimate bearing capacity of grouped piles under inclined eccentric load in sandy soil |
-
2014
- 2014-06-16 CN CN201420318948.7U patent/CN203878630U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104005431A (en) * | 2014-06-16 | 2014-08-27 | 山东科技大学 | Alternately oblique and straight pile group-pile cap-superstructure similarity model manufacturing formwork |
| CN114263222A (en) * | 2021-11-24 | 2022-04-01 | 浙江大学 | Model test device and method for measuring ultimate bearing capacity of grouped piles under inclined eccentric load in sandy soil |
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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: 20141015 Effective date of abandoning: 20151202 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |