CN206467702U - A kind of multi-functional pile foundation simulation chamber - Google Patents
A kind of multi-functional pile foundation simulation chamber Download PDFInfo
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- CN206467702U CN206467702U CN201720147645.7U CN201720147645U CN206467702U CN 206467702 U CN206467702 U CN 206467702U CN 201720147645 U CN201720147645 U CN 201720147645U CN 206467702 U CN206467702 U CN 206467702U
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- casing
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- pile foundation
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Abstract
The utility model discloses a kind of multi-functional pile foundation simulation chamber, including casing, detachable screw, adjuster and simulation stake；The casing is combined by armorplate glass and angle steel, the front side of casing is switchable door made of tempered glass, door made of tempered glass both sides are respectively equipped with hinge and latch, two side walls of casing are provided with osculum, screen pack is installed, the bottom plate reserving hole of casing simultaneously installs detachable screw on the inside of osculum；Spring and displacement transducer built in the adjuster, adjuster by its bottom be provided with it is embedded be threadedly secured on the detachable screw, it is described simulation stake be placed on above spring, the external computer of displacement transducer.The pile foundation simulation that the utility model can be used under different condition, especially has advantageous advantage to the variable-rate leveling design of pile foundation.
Description
Technical field
A kind of pile foundation engineering technique that the utility model belongs in civil engineering, and in particular to multi-functional pile foundation simulation experiment
Case.
Background technology
Recently as the construction of high-rise, high-rise building, pile foundation is because of its high capacity, and the features such as deforming small obtains
It is increasing to pay attention to.Forefathers focus mostly in theoretical research, but as it is assumed that condition is too many, it is sometimes long for same stake,
The foundation pile in same stake footpath, different theories formula obtains bearing capacity and sedimentation differs greatly.In-situ test is due to site condition or machine
The limitation of tool equipment can not be implemented sometimes, and most in-situ test is all that a certain stake carried out in specific place is long, stake
The research in footpath, it is difficult to carry out systematic research to pile foundation, the in-situ test for a clump of piles does not almost have.
Therefore, pile foundation model test research pile foundation of can yet be regarded as is carried out on the basis of model experiment similar theory is met to be had
Efficacious prescriptions method.Zhou Xiaolong has invented a kind of variable element ultra-long pile effective length research simulation chamber (patent No. by research：
ZL201510195754.1), but the problem of the invention does not account for foundation soil modulus of elasticity at piles with different end, also not to soil around pile
Sedimentation with stake end is monitored.After the completion of pile foundation particularly overlength model test of pile, how foundation soil is taken out conveniently
Battery of tests, which, yet under carrying out is not probed into.Current model test, does not account for the change of different foundation pile bottoms pile-end soil substantially
Change, also do not account for the change of the condition such as long, pilespacing of stake in same battery of tests.These are all optimization element task characters in fact,
Reduce the important topic of building settlement otherness.In addition experiment in due to banket wait operate, stake end inevitably departs from
Originally the position set so can bring error so as to cause the change of pilespacing to result of the test.
Utility model content
There is provided a kind of Multifunctional pile base model test in order to overcome the above-mentioned deficiencies of the prior art for the purpose of this utility model
Case, its is simple in construction, simple operation, reusable, and can improve experiment accuracy.
The technical solution adopted in the utility model is：A kind of multi-functional pile foundation simulation chamber, including casing, detachable spiral shell
Silk, adjuster and simulation stake；
The casing is combined by armorplate glass and angle steel, and the front side of casing is switchable door made of tempered glass, steel
Change glass door both sides and be respectively equipped with hinge and latch, two side walls of casing, which are provided with the inside of osculum, osculum, installs filtering
Net, the bottom plate reserving hole of casing simultaneously installs detachable screw；
Spring and displacement transducer built in the adjuster, adjuster embedded are threadedly secured in by what its bottom was provided with
On the detachable screw, the simulation stake is placed on above spring, the external computer of displacement transducer.
Preferably, the door made of tempered glass is marked with horizontal scale line, available for observation foundation soil placement in layers and
Sedimentation.
There is reserving hole on coordinate scale line, coordinate scale line to supply detachable spiral shell preferably, the box bottom is drawn
Silk is fixed.
Door made of tempered glass described in the utility model can be opened, and soil is unloaded for having tested, and described adjuster will by experiment
Ask, inside can place the spring of different-stiffness to simulate pile-end soil modulus of elasticity, and have an embedded screw thread, available for being fixed on
On the detachable screw of bottom plate, displacement transducer is installed in spring bottom, and connects computer real-time data collection.Described can
The formula screw of unloading can be fixed on box bottom by test requirements document.
The beneficial effects of the utility model：
(1) the front side armorplate glass of casing is made openable door and laid out pile with optimizing, it is possible to complete rear in experiment
Just the foundation soil in casing is taken out, when special casing is higher, the advantage of door is more prominent；
(2) being drawn on the front side door made of tempered glass of casing has horizontal scale line, when filled foundation is native, can fill
Compaction in layers is carried out during certain absolute altitude, is so conducive to controlling the compactness of foundation soil, and it is same what is loaded to pile foundation
When observe foundation soil sedimentation；
(3) box bottom, which is drawn, a coordinate scale line, and each coordinate points can be used in fixed screw, adjuster can screw in
On screw, it is such be advantageous in that to simplify lay out pile, reduce influence to clump of piles pilespacing during filled foundation soil；
(4) left and right sidewall of casing leaves osculum, and inside sidewalls are provided with screen pack, with clay, silt etc.
When ground foundation simulation is native, for ground consolidation draining；
(5) adjuster can select different diameter and length as needed, and longer regulation is just selected when stake is long shorter
Device, it is ensured that loading device is loaded to pile body., can be in advance in different positions particularly to there is the situation of long-short pile in a clump of piles
The adjuster of different length is installed, then places thereon pile body；
(6) spring built in adjuster and displacement transducer, choose spring, especially according to the modulus of elasticity of each foundation pile pile-end soil
Exist in place when boulder, solution cavity, there may be "abnormal" situation at indivedual Under Pile ends, the now effect of adjuster
It is most important to feasible simulation Bearing Capacity of Pile Groups character；Displacement transducer connects computer, and every grade of load stake end can be gathered in real time
Sedimentation situation.
Brief description of the drawings
Fig. 1 is the multi-functional pile foundation simulation chamber structure chart of the utility model；
Fig. 2 is the utility model adjuster schematic diagram；
Marked in figure：1. simulate stake, 2. springs, 3. displacement transducers, 4. adjusters, 5. detachable screws, 6. hinges, 7.
Horizontal scale line, 8. latches, 9. screen packs, 10. osculums, 11. angle steel, 12. armorplate glasses, 13. coordinate scale lines.
Embodiment
The utility model is further illustrated with reference to the accompanying drawings and detailed description：
As illustrated in fig. 1 and 2, a kind of multi-functional pile foundation simulation chamber, including casing, detachable screw 5, the and of adjuster 4
Simulate stake 1；The casing is combined by armorplate glass 12 and angle steel 11, and the front side of casing is switchable safety glass
Door, door made of tempered glass both sides are respectively equipped with hinge 6 and latch 8, and two side walls of casing are provided with osculum 10, osculum 10
Screen pack 9 is installed in side, and the bottom plate reserving hole of casing simultaneously installs detachable screw 5；
Spring 2 and displacement transducer 3 built in the adjuster 4, the embedded screw thread that adjuster 4 is provided with by its bottom are consolidated
It is scheduled on the detachable screw 5, the simulation stake 1 is placed on above spring 2, the external computer of displacement transducer 3.The steel
Change glass door and be marked with horizontal scale line 7, the box bottom, which is drawn, coordinate scale line 13.
Spring 2 in adjuster 4 is simulated piles with different end foundation soil modulus of elasticity by test requirements document and is designed, real
The spring 2 for designing rigidity is put into adjuster 4 before testing, then simulation stake 1 is positioned on spring 2.Displacement transducer 3
It is built among adjuster 4, when being further applied load on stake 1 is simulated, the connection computer of displacement transducer 3 carries out real-time data collection；
Before filled foundation soil, first cabinet front safety glass Door cross-pin 8 is locked, then placement in layers foundation soil, fill out
Note observing the horizontal scale line 7 on door made of tempered glass while building, tamped when filling certain altitude, compacting to one
Fixed height is filled again, so repeatedly；
Water in foundation soil stands consolidation process, foundation soil can be arranged by the osculum 10 in casing left and right sidewall
Water, and the screen pack 9 on the inside of armorplate glass can then prevent soil particle from oozing out chamber with dampening.
Test simulation step is as follows：
(1) screw is fixed on the bottom plate of casing by testing program pilespacing requirement, bottom plate can be directly pressed when screw is installed
On coordinate system determine apart from size, without measurement；
(2) by testing program requirement, the adjuster of selection different-diameter and length is arranged on corresponding screw；
(3) by testing program requirement, select the spring of corresponding rigidity to be placed in corresponding adjuster, then simulation stake is placed
In on corresponding spring for governor；
(4) front door of casing is shut, and locked with latch, then carry out filled foundation soil.This process presses ordinary test
Custom, when foundation soil fills 30cm, is tamped, specific compacting can be declined to which kind of degree by foundation soil with vibrations tamping plate
Height and the chamber ground soil compactness that areal calculation obtains that bankets determine, then carry out filling 30cm foundation soils again, then
Tamped, so repeatedly.Being drawn due to cabinet front glass plate has horizontal scale line, thus during without being measured with ruler
Highly；
(5) foundation soil filled is stood into a period of time according to test requirements document, during which foundation soil consolidation draining, oozes out
Water is discharged by the osculum on casing or so armorplate glass；
(6) pile foundation is loaded, when often carrying out one-level loading completion, passes through pile strain piece (not marking), displacement sensing
Device connects computer gathered data, and the settling amount of foundation soil can be measured by the horizontal scale line of cabinet front glass plate.
Embodiment of the present utility model is described in detail above in association with accompanying drawing, but the utility model is not limited to institute
The embodiment of description.For one of ordinary skill in the art, in principle of the present utility model and the scope of technological thought
It is interior, these embodiments are carried out with a variety of changes, modification, replacement and deformation and is still fallen within protection domain of the present utility model.
Claims (3)
1. a kind of multi-functional pile foundation simulation chamber, it is characterised in that：Including casing, detachable screw, adjuster and simulation stake；
The casing is combined by armorplate glass and angle steel, and the front side of casing is switchable door made of tempered glass, tempering glass
Glass door both sides are respectively equipped with hinge and latch, and two side walls of casing, which are provided with the inside of osculum, osculum, installs screen pack, case
The bottom plate reserving hole of body simultaneously installs detachable screw；
Spring and displacement transducer built in the adjuster, adjuster by its bottom be provided with it is embedded be threadedly secured in it is described
On detachable screw, the simulation stake is placed on above spring, the external computer of displacement transducer.
2. a kind of multi-functional pile foundation simulation chamber according to claim 1, it is characterised in that：On the door made of tempered glass
Indicate horizontal scale line.
3. a kind of multi-functional pile foundation simulation chamber according to claim 1, it is characterised in that：The box bottom is drawn
There is coordinate scale line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201720147645.7U CN206467702U (en) | 2017-02-17 | 2017-02-17 | A kind of multi-functional pile foundation simulation chamber |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720147645.7U CN206467702U (en) | 2017-02-17 | 2017-02-17 | A kind of multi-functional pile foundation simulation chamber |
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| Publication Number | Publication Date |
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| CN206467702U true CN206467702U (en) | 2017-09-05 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108445185A (en) * | 2018-03-11 | 2018-08-24 | 北京工业大学 | One kind can opening door multifunctional tunnel Excavation simulation threedimensional model testing stand |
| CN109490111A (en) * | 2018-10-16 | 2019-03-19 | 河海大学 | Two-dimentional pile-soil interaction pilot system and test method based on PIV technology |
| CN110387911A (en) * | 2019-08-01 | 2019-10-29 | 上海建工集团股份有限公司 | A kind of model test method for simulating steel pipe pile enclosure structure stress performance |
| CN110438966A (en) * | 2019-08-20 | 2019-11-12 | 桂林电子科技大学 | A kind of relative settlement precise control device of modular |
| CN112854323A (en) * | 2021-02-04 | 2021-05-28 | 太原理工大学 | Device and method for testing bearing capacity of multiple rows of group columns under single-shaft loading of inclined goaf |
-
2017
- 2017-02-17 CN CN201720147645.7U patent/CN206467702U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108445185A (en) * | 2018-03-11 | 2018-08-24 | 北京工业大学 | One kind can opening door multifunctional tunnel Excavation simulation threedimensional model testing stand |
| CN109490111A (en) * | 2018-10-16 | 2019-03-19 | 河海大学 | Two-dimentional pile-soil interaction pilot system and test method based on PIV technology |
| CN109490111B (en) * | 2018-10-16 | 2021-02-02 | 河海大学 | Two-dimensional pile-soil interaction test system and method based on PIV technology |
| CN110387911A (en) * | 2019-08-01 | 2019-10-29 | 上海建工集团股份有限公司 | A kind of model test method for simulating steel pipe pile enclosure structure stress performance |
| CN110438966A (en) * | 2019-08-20 | 2019-11-12 | 桂林电子科技大学 | A kind of relative settlement precise control device of modular |
| CN112854323A (en) * | 2021-02-04 | 2021-05-28 | 太原理工大学 | Device and method for testing bearing capacity of multiple rows of group columns under single-shaft loading of inclined goaf |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171115 Address after: 361003 South 204A room of entrepreneurship building in Xiamen torch high tech Zone, Fujian Patentee after: Nangong Tonge (Xiamen) Engineering Technology Co. Ltd. Address before: 210015 Shangcheng 17-622 at the center of the Shogun West Road in the Drum Tower District, Nanjing, Jiangsu Patentee before: NANJING NEW GEOTECHNICAL ENGINEERING CO., LTD. |
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| TR01 | Transfer of patent right |