CN204007593U - A kind of settlement observer - Google Patents
A kind of settlement observer Download PDFInfo
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- CN204007593U CN204007593U CN201420458039.3U CN201420458039U CN204007593U CN 204007593 U CN204007593 U CN 204007593U CN 201420458039 U CN201420458039 U CN 201420458039U CN 204007593 U CN204007593 U CN 204007593U
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Abstract
The utility model relates to a kind of soft soil foundation construction technical field.A kind of settlement observer, comprise the built-in pipe being embedded in ground, be arranged on the pulley blocks at built-in pipe top, pulley bracket, and be wrapped in the multiple tracks wire rope on pulley blocks, described built-in pipe higher slice suit is provided with a plurality of settlement plates, described settlement plate sets gradually downwards along ground, one end of described multiple tracks wire rope is all connected with balancing weight, the other end of wire rope is connected with respectively settlement plate by the through hole offering on built-in pipe, it between settlement plate and built-in pipe, is clearance fit, on the built-in pipe of described settlement plate top, be fixed with spacing cranse.The utility model can reasonably be arranged as required the settlement plate in sedimentation observation device in ground, can banket and start to observe the settlement of foundation situation of overall process from ground, its measuring accuracy can reach 0.02mm by clock gauge chi, and experimental data is more accurately with reliable.
Description
Technical field
The utility model relates to a kind of soft soil foundation construction technical field, is specifically related to a kind of settlement observer.
Background technology
In soft soil foundation construction process for the observation of the sedimentation ring that is absolutely necessary, according to base stabilization situation in observation monitoring work progress, control the speed of banketing, for some special foundation requirement, as the sedimentation of the track without how, its requirement must can not surpass 15mm, so settlement observation is extremely important for the detection of roadbed quality.For existing subgrade settlement, detect, what major part adopted is that sensor, electromagnetic inductor are measured, but this is existed to the limited problem of measurement range, while carrying out duplicate measurements, exists probe positions to differ simultaneously, easily causes measuring error.
Utility model content
The purpose of this utility model is the problem and shortage for above-mentioned existence, and a kind of settlement observer simple in structure, that mechanical measurement error is little of measuring is provided.
For achieving the above object, the technical scheme of taking is:
A kind of settlement observer, comprise the built-in pipe being embedded in ground, be arranged on the pulley blocks at built-in pipe top, pulley bracket, and be wrapped in the multiple tracks wire rope on pulley blocks, described built-in pipe higher slice suit is provided with a plurality of settlement plates, described settlement plate sets gradually downwards along ground, one end of described multiple tracks wire rope is all connected with balancing weight, the other end of wire rope is connected with respectively settlement plate by the through hole offering on built-in pipe, it between settlement plate and built-in pipe, is clearance fit, on the built-in pipe of described settlement plate top, be fixed with spacing cranse.
Described built-in pipe top is provided with clock gauge chi, is arranged with measurement chuck on described wire rope.
On described settlement plate, along surrounding, be distributed with multiple tracks bar shaped leg, between bar shaped leg, be provided with and connect support, for synchronize sedimentation with foundation soil around.
Adopt technique scheme, obtained beneficial effect is:
The utility model passes through problems of the prior art and deficiency, settlement plate in sedimentation observation device can reasonably be arranged as required in ground, can banket and start to observe the settlement of foundation situation of overall process from ground, its measuring accuracy can reach 0.02mm by clock gauge chi, and experimental data is more accurately with reliable.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of bar shaped leg.
Sequence number in figure: 1 is that built-in pipe, 2 is for pulley blocks, 3 is for pulley bracket, 4 is for wire rope, 5 is for settlement plate, 6 is for balancing weight, 7 is for spacing cranse, 8 is for clock gauge chi, 9 is for measuring chuck, 10 for bar shaped leg, 11 is for connecting support.
Embodiment
Below in conjunction with accompanying drawing, embodiment of the present utility model is elaborated.
Referring to Fig. 1, Fig. 2, a kind of settlement observer of the utility model, comprise the built-in pipe 1 being embedded in ground, be arranged on the pulley blocks 2 at built-in pipe 1 top, pulley bracket 3, and be wrapped in the multiple tracks wire rope 4 on pulley blocks 2, described built-in pipe 1 higher slice suit is provided with a plurality of settlement plates 5, described settlement plate 5 sets gradually downwards along ground, one end of described multiple tracks wire rope 4 is all connected with balancing weight 6, the other end of wire rope 4 is connected with respectively settlement plate 5 by the through hole offering on built-in pipe 1, between settlement plate 5 and built-in pipe 1, it is clearance fit, on the built-in pipe 1 of described settlement plate 5 tops, be fixed with spacing cranse 7.
Described built-in pipe 1 top is provided with clock gauge chi 8, on described wire rope 4, be arranged with and measure chuck 9, on described settlement plate 5, along surrounding, be distributed with multiple tracks bar shaped leg 10, between bar shaped leg 10, be provided with and connect support 11, for synchronize sedimentation with foundation soil around.
The utility model passes through problems of the prior art and deficiency, settlement plate in sedimentation observation device can reasonably be arranged as required in ground, can banket and start to observe the settlement of foundation situation of overall process from ground, its measuring accuracy can reach 0.02mm by clock gauge chi, and experimental data is more accurately with reliable.
Claims (3)
1. a settlement observer, it is characterized in that, comprise the built-in pipe being embedded in ground, be arranged on the pulley blocks at built-in pipe top, pulley bracket, and be wrapped in the multiple tracks wire rope on pulley blocks, described built-in pipe higher slice suit is provided with a plurality of settlement plates, described settlement plate sets gradually downwards along ground, one end of described multiple tracks wire rope is all connected with balancing weight, the other end of wire rope is connected with respectively settlement plate by the through hole offering on built-in pipe, it between settlement plate and built-in pipe, is clearance fit, on the built-in pipe of described settlement plate top, be fixed with spacing cranse.
2. settlement observer according to claim 1, is characterized in that, described built-in pipe top is provided with clock gauge chi, is arranged with measurement chuck on described wire rope.
3. settlement observer according to claim 1, is characterized in that, on described settlement plate, along surrounding, is distributed with multiple tracks bar shaped leg, is provided with and connects support, for synchronize sedimentation with foundation soil around between bar shaped leg.
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CN201420458039.3U CN204007593U (en) | 2014-08-14 | 2014-08-14 | A kind of settlement observer |
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CN201420458039.3U CN204007593U (en) | 2014-08-14 | 2014-08-14 | A kind of settlement observer |
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CN204007593U true CN204007593U (en) | 2014-12-10 |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105136112A (en) * | 2015-09-22 | 2015-12-09 | 河南科技大学 | Portable device for measuring settlement in soil |
CN105865415A (en) * | 2016-04-28 | 2016-08-17 | 中国计量大学 | Automatic soft soil foundation settlement monitoring device and method |
CN106017412A (en) * | 2016-07-21 | 2016-10-12 | 华汇工程设计集团股份有限公司 | Supplementary measurement method for non-uniform settlement differences in large-span steel beam deflection measurement |
CN109579658A (en) * | 2019-01-25 | 2019-04-05 | 国网安徽省电力有限公司建设分公司 | A kind of high roadbed soil body deep soil settlement survey device and method |
CN110029648A (en) * | 2019-03-26 | 2019-07-19 | 昆明理工大学 | A kind of deep settlement measurement device and application method for deep Backfill Foundation |
CN110849323A (en) * | 2019-12-12 | 2020-02-28 | 中国电建集团成都勘测设计研究院有限公司 | Telescopic settling tube, and settling deformation monitoring system and method |
CN112556640A (en) * | 2020-11-27 | 2021-03-26 | 杨锡武 | Testing arrangement that high fill road bed or earth and rockfill dam layered settlement |
WO2024074720A1 (en) * | 2022-10-07 | 2024-04-11 | Deltaiot B.V. | Reusable settlement plate system |
NL2033261B1 (en) * | 2022-10-07 | 2024-04-19 | Deltalot B V | Reusable settlement plate system |
-
2014
- 2014-08-14 CN CN201420458039.3U patent/CN204007593U/en active Active
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105136112A (en) * | 2015-09-22 | 2015-12-09 | 河南科技大学 | Portable device for measuring settlement in soil |
CN105865415A (en) * | 2016-04-28 | 2016-08-17 | 中国计量大学 | Automatic soft soil foundation settlement monitoring device and method |
CN105865415B (en) * | 2016-04-28 | 2018-06-08 | 中国计量大学 | A kind of soft soil foundation settlement automatic monitoring device and method |
CN106017412A (en) * | 2016-07-21 | 2016-10-12 | 华汇工程设计集团股份有限公司 | Supplementary measurement method for non-uniform settlement differences in large-span steel beam deflection measurement |
CN106017412B (en) * | 2016-07-21 | 2018-10-26 | 华汇工程设计集团股份有限公司 | The additional survey method of the differential settlement difference of large-span steel girder deflection metrology |
CN109579658A (en) * | 2019-01-25 | 2019-04-05 | 国网安徽省电力有限公司建设分公司 | A kind of high roadbed soil body deep soil settlement survey device and method |
CN109579658B (en) * | 2019-01-25 | 2024-05-24 | 国网安徽省电力有限公司建设分公司 | Device and method for monitoring layered settlement of high-fill soil body |
CN110029648A (en) * | 2019-03-26 | 2019-07-19 | 昆明理工大学 | A kind of deep settlement measurement device and application method for deep Backfill Foundation |
CN110849323A (en) * | 2019-12-12 | 2020-02-28 | 中国电建集团成都勘测设计研究院有限公司 | Telescopic settling tube, and settling deformation monitoring system and method |
CN112556640A (en) * | 2020-11-27 | 2021-03-26 | 杨锡武 | Testing arrangement that high fill road bed or earth and rockfill dam layered settlement |
WO2024074720A1 (en) * | 2022-10-07 | 2024-04-11 | Deltaiot B.V. | Reusable settlement plate system |
NL2033261B1 (en) * | 2022-10-07 | 2024-04-19 | Deltalot B V | Reusable settlement plate system |
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Address after: 100009 room 1139, No. 40, Xiejia Hutong, Dongcheng District, Beijing Patentee after: CCCC Third Highway Engineering Technology Co.,Ltd. Address before: 100009 room 1139, No. 40, Xiejia Hutong, Dongcheng District, Beijing Patentee before: BEIJING ENGINEERING TESTING & INSPECTION COMPANY Ltd. OF CCCC THEC |
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CP01 | Change in the name or title of a patent holder |