CN105780827B - Deep weak subgrade gate floor comes to nothing monitoring device and monitoring method - Google Patents
Deep weak subgrade gate floor comes to nothing monitoring device and monitoring method Download PDFInfo
- Publication number
- CN105780827B CN105780827B CN201610270433.8A CN201610270433A CN105780827B CN 105780827 B CN105780827 B CN 105780827B CN 201610270433 A CN201610270433 A CN 201610270433A CN 105780827 B CN105780827 B CN 105780827B
- Authority
- CN
- China
- Prior art keywords
- casing
- steel plate
- sensor
- gate floor
- measuring staff
- 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
Links
- 238000012806 monitoring device Methods 0.000 title claims abstract description 13
- 238000012544 monitoring process Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 title claims abstract description 10
- 238000006073 displacement reaction Methods 0.000 claims abstract description 42
- 238000004873 anchoring Methods 0.000 claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims description 50
- 239000010959 steel Substances 0.000 claims description 50
- 229920001971 elastomer Polymers 0.000 claims description 26
- 239000005060 rubber Substances 0.000 claims description 26
- 230000005540 biological transmission Effects 0.000 claims description 13
- 239000002689 soil Substances 0.000 claims description 9
- 239000006260 foam Substances 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 238000002955 isolation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 3
- 238000005259 measurement Methods 0.000 abstract description 3
- 238000005266 casting Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 125000003003 spiro group Chemical group 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/10—Miscellaneous comprising sensor means
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth 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)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
Description
Claims (3)
- The monitoring device 1. deep weak subgrade gate floor comes to nothing, including anchoring base (1), displacement transducer (2), protection device (3), it is characterised in that:The anchoring base (1) is placed horizontally at ground (4) top layer under gate floor to be measured (6), the displacement One end of sensor (2) is fixed in anchoring base (1), and the other end is poured in gate floor (6) through concrete cushion (5), position The bottom of displacement sensor (2) is placed in protection device (3);The anchoring base (1) includes steel plate (11), bolt hole (12), determined Position groove (13), steel plate (11) are placed horizontally at ground (4) top layer under gate floor to be measured (6), and bolt hole (12) is located at steel plate (11) center, locating slot (13) are symmetrically laid in bolt hole (12) surrounding;Institute's displacement sensors (2) include measuring staff (21), passed Sensor (22), end cap (23), transmission cable (24), the lower end of measuring staff (21) are fixed on steel plate (11), the upper end of measuring staff (21) Sensor (22) is connected, end cap (23) is fixed in sensor (22) top, and transmission cable (24) one end is connected with sensor (22) Connect, the other end is connected with external data collecting device;The protection device (3) includes backing plate (31), casing (32), cushion rubber (33), backing plate (31) is placed in steel plate (11) top surface, and casing (32) is placed in locating slot (13), and cushion rubber (33) is placed in sensor (22) The top in space between casing (32);Steel plate (11) is isolated by backing plate (31) with the concrete cushion (5), sensor (22) bottom and measuring staff (21) is placed in casing (32), and the bottom of sensor (22) and measuring staff (21) pass through casing (32) and institute Concrete cushion (5) isolation is stated, is isolated by cushion rubber (33) with the gate floor (6) concrete.
- The monitoring device 2. deep weak subgrade gate floor according to claim 1 comes to nothing, it is characterised in that:The measuring staff (21) lower end and the inwall of the bolt hole (12) is equipped with screw thread, the size and the size phase of measuring staff (21) of bolt hole (12) Matching, the lower end of measuring staff (21) is screwed into bolt hole (12) and is fixed on the steel plate (11);The diameter of the locating slot (13) with The external diameter of the casing (32) matches, and the external diameter of the internal diameter and the sensor (22) of the cushion rubber (33) matches, described The internal diameter of the external diameter of cushion rubber (33) and the casing (32) matches;The size of the backing plate (31) is more than the steel plate (11) Size, the internal diameter of the casing (32) are more than the external diameter of the sensor (22), and the length of casing (32) is more than the concrete The thickness of bed course (5).
- The monitoring method of monitoring device 3. a kind of deep weak subgrade gate floor using described in claim 1 or 2 comes to nothing, it is special Sign is:This method comprises the following steps:(a) before concrete cushion (5) pours, ground (4) top layer for steel plate (11) being placed horizontally under gate floor to be measured (6) On, casing (32) is inserted into locating slot (13), according to the thickness of concrete cushion (5) and the length adjustment steel plate of casing (32) (11) bottom surface elevation, until the top surface of casing (32) maintains an equal level with concrete cushion (5) top surface;(b) backing plate (31) is positioned on steel plate (11) through casing (32), and fills casing (32) temporarily with foam, poured mixed Solidifying soil padding (5);(c) after the bottom layer of the reinforcing steel colligation of gate floor (6), the foam in casing (32) is taken out, cushion rubber (33) is passed from displacement The measuring staff (21) of sensor (2) is held through on sensor (22), is then loaded measuring staff (21) end of displacement transducer (2) down and is protected In cylinder (32), and measuring staff (21) is directed at the bolt hole (12) of anchoring base (1) and tighten;(d) other end of the transmission cable (24) of displacement transducer (2) is connected into external data collecting device, drawing pushes away displacement sensing Cushion rubber (33) is moved to the top of casing (32), makes cushion rubber by the end cap (23) of device (2), adjustment measuring staff (21) to predeterminated position (33) space between sensor (22) and casing (32) is fully sealed, transmission cable (24) is moved towards to draw as default;(e) after the completion for the treatment of gate floor (6) top bars colligation, before concreting, reading is surveyed by external data collecting device and obtained Obtain the initial distance L between the end cap (23) of institute's displacement sensors (2) and the steel plate (11) of anchoring base (1)0, pour pocket floor Plate (6) concrete;(f) after a time, as the generation that ground (4) settles, steel plate (11) sink with ground (4) top layer, and then drive Measuring staff (21) stretches, and measures again between the end cap (23) of institute's displacement sensors (2) and the steel plate (11) of anchoring base (1) Distance Lt;(g) L is usedt-L0The changing value Δ L of distance between obtained end cap (23) and steel plate (11)tAs in this period at measuring point The deflection that comes to nothing of gate floor (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610270433.8A CN105780827B (en) | 2016-04-27 | 2016-04-27 | Deep weak subgrade gate floor comes to nothing monitoring device and monitoring method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610270433.8A CN105780827B (en) | 2016-04-27 | 2016-04-27 | Deep weak subgrade gate floor comes to nothing monitoring device and monitoring method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN105780827A CN105780827A (en) | 2016-07-20 |
CN105780827B true CN105780827B (en) | 2017-11-21 |
Family
ID=56398808
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610270433.8A Expired - Fee Related CN105780827B (en) | 2016-04-27 | 2016-04-27 | Deep weak subgrade gate floor comes to nothing monitoring device and monitoring method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105780827B (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107843334A (en) * | 2017-12-07 | 2018-03-27 | 广东省水利水电科学研究院 | The intelligent monitor system that a kind of soft base sluice plate comes to nothing |
CN108589757B (en) * | 2018-06-29 | 2023-11-03 | 湖南省第六工程有限公司 | Anti-sedimentation foundation structure |
CN110485383B (en) * | 2019-07-31 | 2021-05-18 | 中国一冶集团有限公司 | Monitoring device and monitoring method for water gate bottom plate void in weak area |
CN110702587B (en) * | 2019-11-11 | 2021-12-14 | 浙江省水利河口研究院 | Earth-rock dam leakage diagnosis method based on Wennan joint inversion |
CN113218350A (en) * | 2021-05-15 | 2021-08-06 | 柴庆刚 | Highway engineering high-fill abutment back of body bridgehead attachment gap monitoring forecasting device that comes to nothing |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100947025B1 (en) * | 2009-08-12 | 2010-03-10 | (주)명성지오시스템 | System for measuring layer settlement of soft ground |
CN103276639B (en) * | 2013-06-07 | 2015-06-10 | 中铁第四勘察设计院集团有限公司 | Roadbed structure for deep soft soil region |
CN103321118B (en) * | 2013-07-09 | 2015-07-08 | 中铁第四勘察设计院集团有限公司 | Bridge road transition section roadbed structure of deep layer yielding ground regions |
CN104988884B (en) * | 2015-05-19 | 2017-03-22 | 中国电建集团贵阳勘测设计研究院有限公司 | Installation method of concrete faced rock-fill dam void deformation monitoring device |
CN204854648U (en) * | 2015-05-28 | 2015-12-09 | 河海大学 | Distributed optical fiber is used for monitoring devices that panel dam comes to nothing |
CN205712224U (en) * | 2016-04-27 | 2016-11-23 | 浙江广川工程咨询有限公司 | Deep weak subgrade gate floor comes to nothing monitoring device |
-
2016
- 2016-04-27 CN CN201610270433.8A patent/CN105780827B/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
CN105780827A (en) | 2016-07-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105780827B (en) | Deep weak subgrade gate floor comes to nothing monitoring device and monitoring method | |
CN101487249B (en) | Embedding apparatus and method for earth pressure box | |
CN105735375B (en) | Method and system for monitoring stability of loess tunnel bottom and construction method | |
CN104989411B (en) | Saturated sand Liquefaction device and method around the section of jurisdiction that shield-tunneling construction causes | |
CN104329076B (en) | A kind of deviational survey hole osmotic pressure counter device and installation method | |
CN104406568B (en) | Device and method for monitoring settlement of ground surface in deep water area | |
CN106918326A (en) | A kind of movable inclinometer and the method for measurement stratum horizontal displacement | |
CN104596405B (en) | Rain dirty pipe deforming contact real-time monitoring device and method on ground | |
CN103321201B (en) | Sealed liquid pressure reduction delaminating deposition takes into account that it is buried underground, measuring method | |
CN102269578A (en) | Device for measuring vertical deformation of spatial structure | |
CN106918322B (en) | Horizontal and vertical deformation combined test method for deep rock mass or soil body | |
CN105332394A (en) | Testing device for researching resistance of uplift piles on abrupt gush damage mechanism of foundation pits | |
CN205242462U (en) | Research anti -floating pile resists test device that foundation ditch suddenly gushes failure mechanisms | |
CN113265998A (en) | Combined foundation monitoring method for dynamic compaction reinforcement | |
CN106643649B (en) | Device and method for measuring deep settlement and pore water pressure of soil body | |
CN201334678Y (en) | Soil pressure cell inbuilt device | |
CN208254458U (en) | Soft base deepwater diking settlement monitoring device | |
CN205712224U (en) | Deep weak subgrade gate floor comes to nothing monitoring device | |
Leung et al. | Performance of precast driven piles in marine clay | |
Yang et al. | Slope analysis based on local strength reduction method and variable-modulus elasto-plastic model | |
CN203247568U (en) | Slope section lifting monitoring device | |
CN114894155B (en) | Embankment or port yard filling layered settlement monitoring device and construction method | |
Long et al. | Results of lateral load tests on micropiles | |
CN201803708U (en) | Device for measuring vertical deformation of space structure | |
CN102278975B (en) | Non-contact soft soil large deformation displacement meter |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
CB03 | Change of inventor or designer information |
Inventor after: Ge Guochang Inventor after: Yao Yongxin Inventor after: Xu Xiaojie Inventor after: Jin Haisheng Inventor after: Chen Xing Inventor after: Yu Jiongqi Inventor after: Jin Fangyi Inventor after: Li Hongwen Inventor after: Xu Ji Inventor after: Deng Chengfa Inventor before: Ge Guochang Inventor before: Xu Xiaojie Inventor before: Jin Haisheng Inventor before: Chen Xing Inventor before: Yu Jiongqi Inventor before: Li Hongwen Inventor before: Deng Chengfa Inventor before: Xu Yonghui Inventor before: Yao Yongxin |
|
CB03 | Change of inventor or designer information | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20171016 Address after: 310020 Jianggan District, Zhejiang Province, Fung Road, No. 50 East Road, No. Applicant after: ZHEJIANG GUANGCHUAN ENGINEERING CONSULTING Co.,Ltd. Applicant after: ZHEJIANG INSTITUTE OF HYDRAULICS & ESTUARY Address before: 310020 Jianggan District, Zhejiang Province, Fung Road, No. 50 East Road, No. Applicant before: ZHEJIANG GUANGCHUAN ENGINEERING CONSULTING Co.,Ltd. |
|
TA01 | Transfer of patent application right | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171121 |
|
CF01 | Termination of patent right due to non-payment of annual fee |