CN107345395A - A kind of plate apparatus and method for simulating side load - Google Patents
A kind of plate apparatus and method for simulating side load Download PDFInfo
- Publication number
- CN107345395A CN107345395A CN201710768170.8A CN201710768170A CN107345395A CN 107345395 A CN107345395 A CN 107345395A CN 201710768170 A CN201710768170 A CN 201710768170A CN 107345395 A CN107345395 A CN 107345395A
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- bearing plate
- plate
- center
- exerting
- jack
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- 238000000034 method Methods 0.000 title claims abstract description 15
- 239000002689 soil Substances 0.000 claims abstract description 12
- 238000002474 experimental method Methods 0.000 abstract description 5
- 238000012360 testing method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
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- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention discloses a kind of plate apparatus and method for simulating side load, belong to field of civil engineering.The device includes several device for exerting, the device also includes the first bearing plate and the second bearing plate that can be nested in inside first bearing plate, one device for exerting is arranged on the center of second bearing plate, remaining device for exerting is arranged on first bearing plate and is circumferentially uniformly distributed on the center of second bearing plate, and first bearing plate is the annular of annular or pros；The invention also discloses a kind of experimental method, including：S1, the second bearing plate is nested in the first bearing plate；S2, a jack is arranged into the center of the second bearing plate, center of four jack on the second bearing plate is evenly arranged on the first bearing plate；S3, the pressure value for pressurizeing and maintaining four jack thereon step by step to the first bearing plate are certain value；S4, observe the situation that foundation soil deforms with pressure under load actions at different levels.
Description
Technical field
The present invention relates to field of civil engineering, more particularly to a kind of plate device for simulating side load and side
Method.
Background technology
Plane-plate loading test is to be classified to be further applied load on the rigid bearing plate of certain size, is observed under load actions at different levels
The home position testing method that foundation soil deforms with pressure.This method experiment is relatively more directly perceived, simple, is widely used for many years；But its
It is no more than twice of bearing plate width (or diameter) in the presence of the influence depth scope of experiment, shallow layer foundation soil characteristics can only be reflected
Shortcoming, therefore to embedded depth of foundation larger high level or high-rise building, plate be typically after excavation of foundation pit on earth after
Cheat what bottom was carried out.But the shortcomings that side produced by can not considering embedded depth of foundation periphery foundation soil carries is still suffered from, experiment gained ground
Base bearing capacity is relatively actual serious relatively low, can not often meet requirement of engineering.To solve the problem, deep layer is used sometimes in engineering
Plate, but deep plate load testing presence need to carry out test well excavation supporting, precipitation, with high costs, experiment week
The prominent shortcoming such as phase length, therefore only applied in some especially important construction projects.
The content of the invention
The present invention provides a kind of plate apparatus and method for simulating side load, can solve institute in background technology
The problem of pointing out.
A kind of plate device for simulating side load, including several device for exerting, the device also include first
Bearing plate and the second bearing plate that can be nested in inside first bearing plate, a device for exerting are arranged on described the
The center of two bearing plates, remaining device for exerting are arranged on first bearing plate and on the center week of second bearing plate
To being uniformly distributed, first bearing plate is the annular of annular or pros；
When first bearing plate is annular, second bearing plate is circle, first bearing plate it is outer straight
Footpath is four times of the diameter of second bearing plate；
When annular of first bearing plate for pros, second bearing plate is square, first bearing plate
Four times of the length of side of a length of second bearing plate in outside.
More preferably, the device for exerting is five, and a device for exerting is arranged on the center of second bearing plate,
Remaining four described device for exerting is arranged on first bearing plate and circumferentially uniform on the center of second bearing plate
Distribution.
More preferably, the device for exerting is jack.
A kind of plate method for simulating side load, including：
S1, the second bearing plate is nested in the first bearing plate, and is positioned over foundation surface to be tested；
S2, a jack is arranged into the center of the second bearing plate, by four jack in the second bearing plate
The heart is evenly arranged on the first bearing plate, makes that it is equally loaded；
S3, the pressure value for pressurizeing and maintaining four jack thereon step by step to the first bearing plate are certain value, the definite value
Payload values inverse obtains as produced by foundation soil in the range of practical basis buried depth；
S4, observe the situation that foundation soil deforms with pressure under load actions at different levels.
The present invention provides a kind of plate apparatus and method for simulating side load, breaches for high-rise or superelevation
The limitation of layer construction foundation bearing capacity evaluation mid-deep strata plate, using outside nested bearing plate and the method for voltage stabilizing
Load produced by foundation soil, can obtain the foundation bearing capacity being more consistent with virtual condition in the range of analog basis buried depth,
This method equipment simple processing, simple to operate, experimental period is short, cost is relatively low.
Brief description of the drawings
Fig. 1 is a kind of structural representation of plate device for simulating side load provided by the invention；
Fig. 2 is Fig. 1 A-A sectional views.
Description of reference numerals：
The bearing plates of 1- second, the bearing plates of 2- first, 3- jack.
Embodiment
Below in conjunction with the accompanying drawings, the specific embodiment of the present invention is described in detail, it is to be understood that of the invention
Protection domain do not limited by embodiment.
As shown in Figure 1 to Figure 2, a kind of plate device for simulating side load provided in an embodiment of the present invention, bag
Several device for exerting are included, the device also includes the first bearing plate 2 and the second pressure-bearing that can be nested in inside the first bearing plate 2
Plate 1, a device for exerting are arranged on the center of the second bearing plate 1, remaining device for exerting be arranged on the first bearing plate 2 and on
The center of second bearing plate 1 is circumferentially uniformly distributed, and the first bearing plate 2 is the annular of annular or pros；
When the first bearing plate 2 is annular, the second bearing plate 1 is circle, and the overall diameter of the first bearing plate 2 holds for second
Four times of the diameter of pressing plate 1；
When annular of first bearing plate 2 for pros, the second bearing plate 1 is square, and the outside of the first bearing plate 2 is a length of
Four times of the length of side of second bearing plate 1.
Further, device for exerting is five, and a device for exerting is arranged on the center of the second bearing plate 1, remaining four
Device for exerting is arranged on the first bearing plate 2 and is circumferentially uniformly distributed on the center of the second bearing plate 1.
Above-mentioned device for exerting is jack 3.
A kind of plate method for simulating side load, including：
S1, the second bearing plate 1 is nested in the first bearing plate 2, and is positioned over foundation surface to be tested；
S2, a jack 3 is arranged into the center of the second bearing plate 1, by four jack 3 on the second bearing plate 1
Center be evenly arranged on the first bearing plate 2, make that it is equally loaded；
S3, the pressure value for pressurizeing and maintaining four jack 3 thereon step by step to the first bearing plate 2 are certain value, and this is fixed
Value payload values inverse as produced by foundation soil in the range of practical basis buried depth obtains；
S4, observe the situation that foundation soil deforms with pressure under load actions at different levels.
The present invention provides a kind of plate apparatus and method for simulating side load, breaches for high-rise or superelevation
The limitation of layer construction foundation bearing capacity evaluation mid-deep strata plate, using outside nested bearing plate and the method for voltage stabilizing
Load produced by foundation soil, can obtain the foundation bearing capacity being more consistent with virtual condition in the range of analog basis buried depth,
This method equipment simple processing, simple to operate, experimental period is short, cost is relatively low.
Disclosed above is only several specific embodiments of the present invention, and still, the embodiment of the present invention is not limited to this, is appointed
What what those skilled in the art can think change should all fall into protection scope of the present invention.
Claims (4)
1. a kind of plate device for simulating side load, including several device for exerting, it is characterised in that the device is also
Including the first bearing plate and the second bearing plate that can be nested in inside first bearing plate, a device for exerting is set
At the center of second bearing plate, remaining device for exerting is arranged on first bearing plate and on second bearing plate
Center be circumferentially uniformly distributed, first bearing plate be annular or pros annular；
When first bearing plate is annular, second bearing plate is circle, and the overall diameter of first bearing plate is
Four times of the diameter of second bearing plate；
When annular of first bearing plate for pros, second bearing plate is square, outside first bearing plate
The length of side is four times of the length of side of second bearing plate.
A kind of 2. plate device for simulating side load as claimed in claim 1, it is characterised in that the pressure dress
Five are set to, a device for exerting is arranged on the center of second bearing plate, and remaining four device for exerting are set
Circumferentially it is uniformly distributed on first bearing plate and on the center of second bearing plate.
3. a kind of plate device for simulating side load as claimed in claim 1 or 2, it is characterised in that described to apply
Press fitting is set to jack.
A kind of 4. plate method for simulating side load, it is characterised in that including：
S1, the second bearing plate is nested in the first bearing plate, and is positioned over foundation surface to be tested；
S2, a jack is arranged into the center of the second bearing plate, four jack are equal on the center of the second bearing plate
It is even to be arranged on the first bearing plate, make that it is equally loaded；
S3, the pressure value for pressurizeing and maintaining four jack thereon step by step to the first bearing plate is certain value, and the definite value is by reality
Payload values inverse produced by foundation soil obtains in the range of the embedded depth of foundation of border；
S4, observe the situation that foundation soil deforms with pressure under load actions at different levels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710768170.8A CN107345395A (en) | 2017-08-31 | 2017-08-31 | A kind of plate apparatus and method for simulating side load |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710768170.8A CN107345395A (en) | 2017-08-31 | 2017-08-31 | A kind of plate apparatus and method for simulating side load |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107345395A true CN107345395A (en) | 2017-11-14 |
Family
ID=60257668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710768170.8A Pending CN107345395A (en) | 2017-08-31 | 2017-08-31 | A kind of plate apparatus and method for simulating side load |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107345395A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108760517A (en) * | 2018-05-22 | 2018-11-06 | 西南交通大学 | The coefficient of subgrade reaction K of sand-filled subgrade30Correction test device and its test method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29807910U1 (en) * | 1998-05-02 | 1998-10-29 | Bresch, Helmut, Dr.-Ing., 39124 Magdeburg | Measuring arrangement with load plate |
| KR20120043423A (en) * | 2010-10-26 | 2012-05-04 | 한국철도기술연구원 | Bearing plate for plate bearing test and tester having such bearing plate |
| CN204199268U (en) * | 2014-11-12 | 2015-03-11 | 黄河勘测规划设计有限公司 | A kind of plane-plate loading test bearing device |
| CN207376597U (en) * | 2017-08-31 | 2018-05-18 | 甘肃中建市政工程勘察设计研究院 | A kind of plate device for simulating side load |
-
2017
- 2017-08-31 CN CN201710768170.8A patent/CN107345395A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29807910U1 (en) * | 1998-05-02 | 1998-10-29 | Bresch, Helmut, Dr.-Ing., 39124 Magdeburg | Measuring arrangement with load plate |
| KR20120043423A (en) * | 2010-10-26 | 2012-05-04 | 한국철도기술연구원 | Bearing plate for plate bearing test and tester having such bearing plate |
| CN204199268U (en) * | 2014-11-12 | 2015-03-11 | 黄河勘测规划设计有限公司 | A kind of plane-plate loading test bearing device |
| CN207376597U (en) * | 2017-08-31 | 2018-05-18 | 甘肃中建市政工程勘察设计研究院 | A kind of plate device for simulating side load |
Non-Patent Citations (1)
| Title |
|---|
| 张恩祥等: "兰州市区第三系风化砂岩地基承载力试验研究", 《工程勘察》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108760517A (en) * | 2018-05-22 | 2018-11-06 | 西南交通大学 | The coefficient of subgrade reaction K of sand-filled subgrade30Correction test device and its test method |
| CN108760517B (en) * | 2018-05-22 | 2024-05-07 | 西南交通大学 | Foundation coefficient K of sand-filled roadbed30Correction test device and test method thereof |
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Application publication date: 20171114 |