CN201261891Y - Protection device of strain gauge on steel sheet piling - Google Patents
Protection device of strain gauge on steel sheet piling Download PDFInfo
- Publication number
- CN201261891Y CN201261891Y CNU2008201532227U CN200820153222U CN201261891Y CN 201261891 Y CN201261891 Y CN 201261891Y CN U2008201532227 U CNU2008201532227 U CN U2008201532227U CN 200820153222 U CN200820153222 U CN 200820153222U CN 201261891 Y CN201261891 Y CN 201261891Y
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- CN
- China
- Prior art keywords
- steel sheet
- sheet pile
- protective cover
- strain gauge
- boots
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Bulkheads Adapted To Foundation Construction (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a protection device for a strain gauge on a steel sheet pile, which comprises soil discharging boots and a protective cover, wherein the soil discharging boots are arranged on the steel sheet pile body and positioned below the position of a plumb in the center of the strain gauge; the protective cover is arranged on the steel sheet pile body and is covered on the strain gauge; the soil discharging boots are formed by combining a casing with a semi-cylindrical upper part and a casing with a semi-conical lower part; and the protective cover is a rectangular frame body, and mounting holes are formed at the two sides of the frame body. The utility model can penetrate the mscellaneous fill layer with thickness of 3 m on the land area or water area project along with the steel sheet pile body, and can penetrate the soft foundation soil layer with penetration resistance (9MPa) and standard penetration resistance N63.5 (blow count 15), the entry depth reaches 30m, and the utility model is suitable for the steel sheet piles with various enclosing construction structures.
Description
Technical field
The utility model relates to goes along with sb. to guard him steel sheet pile pile body technology for deformation monitoring field, the protective device of strain meter on specifically a kind of steel sheet pile.
Background technology
In work progress, the diverse location of going along with sb. to guard him the steel plate pile body for Validity Test is subjected under the effect of external force, deform, the STRESS VARIATION situation during relative displacement, usually distortional stress test strain meter is set going along with sb. to guard him on the steel plate pile body, because it is external that the installation of distortional stress test strain meter is exposed to steel sheet pile, insert in the soil body process at steel sheet pile, be subjected to the influence of engineering geological conditions, ambient conditions and soil body frictional resistance, damage easily, cause distortional stress test strain meter can't carry out operate as normal.
Summary of the invention
The purpose of this utility model is the protective device of strain meter on a kind of steel sheet pile that provides at the deficiencies in the prior art, and it can guarantee that distortional stress test strain meter is in normal operating conditions all the time, has improved the accuracy of test.
The concrete technical scheme that realizes the utility model purpose is:
The protective device of strain meter on a kind of steel sheet pile, it comprises casting boots and protective cover, the casting boots are located on the steel sheet pile pile body and are positioned at below, plumb position, strain meter center; Protective cover is located on the steel sheet pile pile body and is covered in strain meter; The casting boots are that semi-cylindrical shells, bottom form for the half cone-shaped shell combination by top; Protective cover is a rectangle framework, and the framework both sides are provided with installing hole.
The utility model can be applicable on land-based area or the water areas project, use confirmation through overtesting with on multinomial engineering, strain meter can pass through the thick miscellaneous fill layer of 3m with the steel plate pile body, pass through in the subgrade soil layer that specific penetration resistance 9MPa and standard injection N63.5 (hitting number) 15 hit, insert the native degree of depth and reach 30m, guaranteed that the stress test sensor can be in normal operating conditions; The utility model is applicable on the steel sheet pile of all kinds of space enclosing structures.
Description of drawings
Fig. 1 is the utility model structural representation
Fig. 2 is Fig. 1 lateral view
Fig. 3 is Figure 1A--the A view
The specific embodiment
Consult Fig. 1, Fig. 2 and Fig. 3, the utility model comprises casting boots 3 and protective cover 4, and casting boots 3 are located on the steel sheet pile pile body and are positioned at below, plumb position, strain meter center; Protective cover 4 is located on the steel sheet pile pile body and is covered in strain meter; Casting boots 3 are that semi-cylindrical shells 31, bottom are that half cone-shaped housing 32 combines by top; Protective cover 4 is a rectangle framework, and the framework both sides are provided with installing hole.
The utility model is work like this: the technical requirements according to detecting, several strain meters 2 are set on the pile body of steel sheet pile 1, and corresponding to each below, strain meter 2 plumb positions casting boots 3 are set; Then protective cover 4 is covered on strain meter 2 directly over; When steel sheet pile 1 inserts in the soil body process; under the guiding function of casting boots 3; the soil body is squeezed out a narrow space, reduce the soil body frictional resistance that acts on strain meter 2, thereby protection strain meter 2 remains normal operating conditions in steel sheet pile 1 insertion soil body process.
Claims (3)
1, the protective device of strain meter on a kind of steel sheet pile is characterized in that it comprises casting boots (3) and protective cover (4), and casting boots (3) are located on the steel sheet pile pile body and are positioned at below, plumb position, strain meter center; Protective cover (4) is located on the steel sheet pile pile body and is covered in strain meter.
2, the protective device of strain meter on the steel sheet pile according to claim 1 is characterized in that casting boots (3) are that semi-cylindrical shells (31), bottom are that half cone-shaped housing (32) combines by top.
3, the protective device of strain meter on the steel sheet pile according to claim 1 is characterized in that protective cover (4) is a rectangle framework, and the framework both sides are provided with installing hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008201532227U CN201261891Y (en) | 2008-09-18 | 2008-09-18 | Protection device of strain gauge on steel sheet piling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008201532227U CN201261891Y (en) | 2008-09-18 | 2008-09-18 | Protection device of strain gauge on steel sheet piling |
Publications (1)
Publication Number | Publication Date |
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CN201261891Y true CN201261891Y (en) | 2009-06-24 |
Family
ID=40808365
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2008201532227U Expired - Fee Related CN201261891Y (en) | 2008-09-18 | 2008-09-18 | Protection device of strain gauge on steel sheet piling |
Country Status (1)
Country | Link |
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CN (1) | CN201261891Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104294865A (en) * | 2014-11-04 | 2015-01-21 | 苏州精创光学仪器有限公司 | Stress testing system for steel sheet pile |
CN104732867A (en) * | 2015-03-27 | 2015-06-24 | 河海大学 | Sheet pile harbor model experiment teaching system |
CN104792298A (en) * | 2015-04-27 | 2015-07-22 | 北京工业大学 | Embedded concrete strainometer |
CN106917421A (en) * | 2017-03-06 | 2017-07-04 | 河海大学 | The method of soil pressure meter installation system and metal sheet pile side direction soil condition discrimination |
CN108195343A (en) * | 2018-01-26 | 2018-06-22 | 云南合信工程检测咨询有限公司 | Architectural vibration-insulation rubber supporting seat lateral heterogeneity device for detecting deformation and detection method |
-
2008
- 2008-09-18 CN CNU2008201532227U patent/CN201261891Y/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104294865A (en) * | 2014-11-04 | 2015-01-21 | 苏州精创光学仪器有限公司 | Stress testing system for steel sheet pile |
CN104732867A (en) * | 2015-03-27 | 2015-06-24 | 河海大学 | Sheet pile harbor model experiment teaching system |
CN104732867B (en) * | 2015-03-27 | 2017-03-15 | 河海大学 | A kind of sheet-pile wharf model experiment tutoring system |
CN104792298A (en) * | 2015-04-27 | 2015-07-22 | 北京工业大学 | Embedded concrete strainometer |
CN106917421A (en) * | 2017-03-06 | 2017-07-04 | 河海大学 | The method of soil pressure meter installation system and metal sheet pile side direction soil condition discrimination |
CN108195343A (en) * | 2018-01-26 | 2018-06-22 | 云南合信工程检测咨询有限公司 | Architectural vibration-insulation rubber supporting seat lateral heterogeneity device for detecting deformation and detection method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090624 Termination date: 20170918 |