CN205506330U - Karst pile foundation antidetonation test model case based on large -scale bumper is experimental - Google Patents
Karst pile foundation antidetonation test model case based on large -scale bumper is experimental Download PDFInfo
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- CN205506330U CN205506330U CN201620085772.4U CN201620085772U CN205506330U CN 205506330 U CN205506330 U CN 205506330U CN 201620085772 U CN201620085772 U CN 201620085772U CN 205506330 U CN205506330 U CN 205506330U
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Abstract
The utility model relates to a karst pile foundation antidetonation test model case based on large -scale bumper is experimental, its characterized in that: include the bottom plate and establish the transparent framework of uncovered square on the bottom plate, the transparent framework of uncovered square is fixed it on the bottom plate through the splint of its bottom, the utility model discloses karst pile foundation antidetonation test model case based on large -scale bumper is experimental simple structure, reasonable in design are favorable to realizing the shock -resistant test of karst pile foundation.
Description
Technical field:
This utility model relates to a kind of karst Anti-seismic Pile Foundation test model case tested based on large-scale bumper.
Background technology:
Shaking table model is prototype to be reduced in proportion according to the theory of similarity, by the measurement karst to scaled model
Top board physical change under geological process and rule, research stake end and the failure mode of top board.All do not have a kind of available at present
In karst Anti-seismic Pile Foundation test model case.
Summary of the invention:
The purpose of this utility model is to provide a kind of karst Anti-seismic Pile Foundation test model tested based on large-scale bumper
Case, the karst Anti-seismic Pile Foundation test model box structure being somebody's turn to do test based on large-scale bumper is simple, reasonable in design, is advantageously implemented rock
The test of molten Anti-seismic Pile Foundation.
The karst Anti-seismic Pile Foundation test model case that this utility model is tested based on large-scale bumper, it is characterised in that: include
Base plate and the transparent framework of uncovered square being located on base plate, the described transparent framework of uncovered square will by the clamping plate bottom it
It is fixed on base plate.
Further, above-mentioned base plate is laid with bolt hole.
Further, above-mentioned clamping plate include intraformational bed and outside sandwich, and described inside and outside interlayer has insertion uncovered square
The spacing of each side plate of transparent framework.
Further, above-mentioned intraformational bed and outside sandwich are spliced by angle bar.
Further, above-mentioned intraformational bed forms an annular, and its cross section is L-shaped, and the base of L-shaped inwards and is passed through with base plate
Bolt is fixed, and the stile of L-shaped forms the side of clamping uncovered square Transparent frame side plate；Described outside sandwich is also to form a ring
Shape, its cross section is L-shaped, and the base of L-shaped is bolted towards outside and with base plate, and the stile of L-shaped forms clamping uncovered four
The side of square Transparent frame side plate.
The karst Anti-seismic Pile Foundation test model box structure that this utility model is tested based on large-scale bumper is simple, design is closed
Reason, is advantageously implemented the test of karst Anti-seismic Pile Foundation.
Accompanying drawing illustrates:
Fig. 1 is the organigram of this utility model embodiment one；
Fig. 2 is the A-A profile of Fig. 1；
Fig. 3 is that this utility model another kind embodiment master regards profile construction schematic diagram；
Fig. 4 is the profile of the B-B of Fig. 3.
Detailed description of the invention:
The karst Anti-seismic Pile Foundation test model case that this utility model is tested based on large-scale bumper, including base plate 1 be located at
The transparent framework of uncovered square 2 on base plate 1, the described transparent framework of uncovered square 2 is fixed by the clamping plate 3 bottom it
On base plate 1.
Further, for the ease of fixing base plate 1, above-mentioned base plate 1 being laid with bolt hole, base plate 1 is solid by bolt hole
It is scheduled on large-scale bumper.
Further, in order to reasonable in design, above-mentioned clamping plate 3 include intraformational bed 301 and outside sandwich 302, described inside and outside folder
Layer has the spacing inserting the uncovered square each side plate of transparent framework.
Further, in order to easy to process, above-mentioned intraformational bed 301 and outside sandwich 302 are spliced by angle bar.
Further, above-mentioned intraformational bed forms an annular, and its cross section is L-shaped, and the base of L-shaped inwards and is passed through with base plate
Bolt is fixed, and the stile of L-shaped forms the side of clamping uncovered square Transparent frame side plate；Described outside sandwich is also to form a ring
Shape, its cross section is L-shaped, and the base of L-shaped is bolted towards outside and with base plate, and the stile of L-shaped forms clamping uncovered four
The side of square Transparent frame side plate.
In order to improve connective stability and reliability, it is provided with in the medial and lateral, each turning of the transparent framework of uncovered square 2
Inside and outside angle bar 501,502, is provided with polystyrol plastic foam plate 6(such as figure on the both sides, inner side of the transparent framework of uncovered square 2
3, shown in 4), the transparent framework of uncovered square 2 is spliced by four pieces of transparent plexiglass plates 201.
The karst Anti-seismic Pile Foundation test model box structure that this utility model is tested based on large-scale bumper is simple, design is closed
Reason, is advantageously implemented the test of karst Anti-seismic Pile Foundation.The foregoing is only preferred embodiment of the present utility model, Fan Yiben is practical
Equalization change and the modification that novel claim is done, all should belong to covering scope of the present utility model.
Claims (5)
1. the karst Anti-seismic Pile Foundation test model case tested based on large-scale bumper, it is characterised in that: include base plate and set
The transparent framework of uncovered square on base plate, the described transparent framework of uncovered square is fixed in by the clamping plate bottom it
On base plate.
The karst Anti-seismic Pile Foundation test model case tested based on large-scale bumper the most according to claim 1, its feature exists
In: it is laid with bolt hole on described base plate.
The karst Anti-seismic Pile Foundation test model case tested based on large-scale bumper the most according to claim 1, its feature exists
In: described clamping plate include intraformational bed and outside sandwich, and described inside and outside interlayer has the insertion uncovered square each side plate of transparent framework
Spacing.
The karst Anti-seismic Pile Foundation test model case tested based on large-scale bumper the most according to claim 3, its feature exists
In: described intraformational bed and outside sandwich are spliced by angle bar.
The karst Anti-seismic Pile Foundation test model case tested based on large-scale bumper the most according to claim 4, its feature exists
In: described intraformational bed forms an annular, and its cross section is L-shaped, and the base of L-shaped inwards and is bolted with base plate, L-shaped
Stile forms the side of clamping uncovered square Transparent frame side plate；Described outside sandwich is also to form an annular, and its cross section is L
Shape, the base of L-shaped is bolted towards outside and with base plate, and the stile of L-shaped forms the clamping transparent framework of uncovered square
The side of side plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620085772.4U CN205506330U (en) | 2016-01-28 | 2016-01-28 | Karst pile foundation antidetonation test model case based on large -scale bumper is experimental |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620085772.4U CN205506330U (en) | 2016-01-28 | 2016-01-28 | Karst pile foundation antidetonation test model case based on large -scale bumper is experimental |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205506330U true CN205506330U (en) | 2016-08-24 |
Family
ID=56722115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620085772.4U Active CN205506330U (en) | 2016-01-28 | 2016-01-28 | Karst pile foundation antidetonation test model case based on large -scale bumper is experimental |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205506330U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537644A (en) * | 2018-12-04 | 2019-03-29 | 黄河水利职业技术学院 | A kind of karst Anti-seismic Pile Foundation test and experiment device based on small vibrating platform model |
| CN111256930A (en) * | 2020-02-26 | 2020-06-09 | 寇引霞 | Work control method of steel frame shock resistance detection equipment |
| CN111366320A (en) * | 2020-03-20 | 2020-07-03 | 盐城摩因宝新材料有限公司 | Building pile foundation anti-seismic engineering detection system and detection method thereof |
-
2016
- 2016-01-28 CN CN201620085772.4U patent/CN205506330U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537644A (en) * | 2018-12-04 | 2019-03-29 | 黄河水利职业技术学院 | A kind of karst Anti-seismic Pile Foundation test and experiment device based on small vibrating platform model |
| CN109537644B (en) * | 2018-12-04 | 2020-08-28 | 黄河水利职业技术学院 | Karst pile foundation antidetonation test device based on small-size shaking table model |
| CN111256930A (en) * | 2020-02-26 | 2020-06-09 | 寇引霞 | Work control method of steel frame shock resistance detection equipment |
| CN111366320A (en) * | 2020-03-20 | 2020-07-03 | 盐城摩因宝新材料有限公司 | Building pile foundation anti-seismic engineering detection system and detection method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |