CN203672351U - Novel portable foundation pit displacement monitor support - Google Patents
Novel portable foundation pit displacement monitor support Download PDFInfo
- Publication number
- CN203672351U CN203672351U CN201320754882.1U CN201320754882U CN203672351U CN 203672351 U CN203672351 U CN 203672351U CN 201320754882 U CN201320754882 U CN 201320754882U CN 203672351 U CN203672351 U CN 203672351U
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- China
- Prior art keywords
- sleeve
- connecting rod
- end cover
- end cap
- pin shafts
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- 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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- 238000006073 displacement reaction Methods 0.000 title claims abstract description 19
- 238000012806 monitoring device Methods 0.000 claims description 8
- 238000012544 monitoring process Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 238000007789 sealing Methods 0.000 abstract description 2
- 230000007246 mechanism Effects 0.000 abstract 3
- 238000009412 basement excavation Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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Abstract
The utility model discloses a novel portable foundation pit displacement monitor support, comprising connecting rods, rollers, end covers, and a sleeve. The end cover is formed by an end cover long handle and a round end cover. The end cover long handle is provided with a slot pin shaft hole, a connecting rod fixing hole, and a guiding rail. The end cover long handles are welded on the round end covers. The round end covers are disposed on two ends of the sleeve. Connecting rod mechanisms are disposed on the end cover long handles on the two sides. The connecting rod mechanisms are formed by the connecting rods and pin shafts. The connecting rods are locked in the guiding rails through the pin shafts. The rollers are connected with the connecting rod mechanisms through the pin shafts. Springs connect the pin shafts in the connecting rod fixing holes and the pin shafts in the guiding rails. Sealing property of the sleeve of the sliding device is good, and the sleeve has good waterproof and dustproof effects. A circuit board can be firmly disposed in the sleeve, ensuring circuit components would not vibrate in the sleeve and influence monitoring accuracy. In addition, the monitor support is simple in structure, relatively low in cost, and dismounting operation from an inclinometer on site is convenient.
Description
Technical field
The utility model relates to building engineering equipment field, is specially a kind of novel portable foundation ditch displacement monitoring device support.
Background technology
The deformation monitoring of deep foundation pit supporting structure and slope soil deep displacement, conventional method is to be equipped with professional's exploration at the scene in person.Due to the reason such as human and material resources and financial resources, professional can not gather foundation ditch change in displacement data at any time, the information that causes on-site land survey lags behind with respect to foundation ditch change in displacement, and the data continuity that monitoring obtains is poor, accuracy and degree of accuracy also lower.Due to the grasp deficiency to real-time information, can not understand all sidedly the situation of foundation pit deformation, more be difficult to the development trend of judgement distortion and make accurate early warning, not reaching the object of Real-Time Monitoring monitoring truly, this situation just may cause the frequent generation of many accidents.
Existing a lot of And Normal Computation of Deep Excavation Displacement real-time monitor that adopts completes foundation ditch data acquisition at present, and And Normal Computation of Deep Excavation Displacement real-time monitor comprises electric part and physical construction part.Physical construction part is to adopt cylinder sliding mechanical device, for the components and parts of the main test change in displacement such as carry sensors, cylinder sliding mechanical device is placed in inclinometer pipe inside, in a pipeline, deposit multiple cylinder sliding mechanical devices that carry displacement monitoring instrument, or transversal section deposits the inclinometer pipe of multiple cylinder sliding mechanical devices that monitor has been installed, with realize by point to line, by line to face data acquisition.But traditional cylinder sliding mechanical device water-proof sealing poor effect, conventionally water level more greatly or moister building site easily intake, cause components and parts lost efficacy.And in the time of the chip of changing in cylinder sliding mechanical device, operation is also very loaded down with trivial details, adds that multiple cylinder sliding mechanical devices are cascaded, and dismounting is very inconvenient.Simultaneously in data acquisition, because of the distortion of inclinometer pipe, traditional cylinder sliding mechanical device is usually stuck in inclinometer pipe inside, slip flexibility ratio is poor, and cylinder sliding mechanical device is not obvious to the less information Perception of shift offset, does not reach the system of And Normal Computation of Deep Excavation Displacement is precisely monitored.Therefore must improve the carriage mechanical part of And Normal Computation of Deep Excavation Displacement real-time monitor.
Utility model content
The technical matters that the utility model solves is to provide a kind of novel portable foundation ditch displacement monitoring device support, to solve the problem proposing in above-mentioned background technology.
The technical matters that the utility model solves realizes by the following technical solutions: a kind of novel portable foundation ditch displacement monitoring device support, comprise: connecting rod, roller, end cap, sleeve, described end cap is made up of end cap long handle and nose circle lid, end cap long handle is provided with draw-in groove pin shaft hole, connecting rod fixed orifice and guide rail, end cap long handle is welded in nose circle and covers, nose circle lid is arranged on sleeve two ends, linkage assembly is located on the end cap long handle of both sides, linkage assembly is made up of connecting rod and bearing pin, connecting rod is locked in guide rail by bearing pin, roller is connected with linkage assembly by bearing pin, bearing pin in spring connection connecting rod fixed orifice and the bearing pin in guide rail.
Described sleeve has fixed head, and fixed head is provided with fixed orifice.
Described fixed head is that monolithic or two pieces points are arranged.
Compared with prior art, the beneficial effects of the utility model are: the good seal performance of the sleeve of the utility model carriage, has good water proof and dust proof effect.And circuit board can be fixedly mounted in sleeve very much, guarantee that circuit elements device can not shake and affect monitoring accuracy in sleeve; In addition, the utility model is simple in structure, and cost is lower, and scene dismounting operation from inclinometer pipe is also very convenient.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is end cover structure schematic diagram of the present utility model.
In figure: 1, roller; 2, connecting rod; 3, end cap long handle; 4, guide rail; 5, nose circle lid; 6, through hole; 7, sleeve; 8, spring; 9, bearing pin; 10, draw-in groove pin shaft hole; 11, fixed head; 12, fixed orifice.
Embodiment
In order to make of the present utility modelly to realize technological means, creation characteristic, reach object and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
As shown in Figure 1 and Figure 2, a kind of novel portable foundation ditch displacement monitoring device support, comprise: connecting rod 2, roller 1, end cap, sleeve 7, described end cap has 2, and each end cap is made up of end cap long handle 3 and nose circle lid 5, and end cap long handle 3 is provided with draw-in groove pin shaft hole 10, connecting rod fixed orifice and guide rail 4, end cap long handle 3 is welded on nose circle lid 5, on nose circle lid 5, have the through hole 6 for drawing circuit board wire, nose circle lid 5 is arranged on sleeve 7 two ends, and nose circle lid 5 is tightened by threaded engagement with sleeve 7; Linkage assembly also has two, be located at respectively on the end cap long handle 3 of both sides, each linkage assembly is made up of 4 connecting rods 2 and supporting bearing pin 9, there are 2 connecting rods to be fixed in connecting rod fixed orifice by bearing pin 9, also have 2 connecting rods to be locked in guide rail 4 by bearing pin 9, roller also has 2 pairs, and every pair roller 1 is connected with linkage assembly by bearing pin 9, and spring 8 connects the bearing pin in bearing pin and the guide rail 4 in connecting rod fixed orifice.
Described sleeve 7 has fixed head 11, and fixed head is provided with fixed orifice 12.
Described fixed head 11 is arranged for monolithic or two pieces points.
When the internal diameter of inclinometer pipe changes while being crushed out of shape, two pair rollers 1 are also pressed, bearing pin 9 in connecting rod promotion guide rail 4 is close to nose circle lid 5 one sides, in the time that spring 8 is stretched to maximum, the spacing minimum of every pair roller 1,, carriage of the present utility model so is just difficult for being stuck in the time of operation, makes carriage keep mobile flexibly.
More than show and described ultimate principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that in above-described embodiment and instructions, describes just illustrates principle of the present utility model; do not departing under the prerequisite of the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.Claimed scope of the present utility model is defined by appending claims and equivalent thereof.
Claims (3)
1. a novel portable foundation ditch displacement monitoring device support, comprise: connecting rod, roller, end cap, sleeve, it is characterized in that: described end cap is made up of end cap long handle and nose circle lid, end cap long handle is provided with draw-in groove pin shaft hole, connecting rod fixed orifice and guide rail, end cap long handle is welded in nose circle and covers, nose circle lid is arranged on sleeve two ends, linkage assembly is located on the end cap long handle of both sides, linkage assembly is made up of connecting rod and bearing pin, connecting rod is locked in guide rail by bearing pin, roller is connected with linkage assembly by bearing pin, the bearing pin in spring connection connecting rod fixed orifice and the bearing pin in guide rail.
2. a kind of novel portable foundation ditch displacement monitoring device support according to claim 1, is characterized in that: described sleeve has fixed head, and fixed head is provided with fixed orifice.
3. a kind of novel portable foundation ditch displacement monitoring device support according to claim 1, is characterized in that: described fixed head is that monolithic or two pieces points are arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320754882.1U CN203672351U (en) | 2013-11-25 | 2013-11-25 | Novel portable foundation pit displacement monitor support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320754882.1U CN203672351U (en) | 2013-11-25 | 2013-11-25 | Novel portable foundation pit displacement monitor support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203672351U true CN203672351U (en) | 2014-06-25 |
Family
ID=50968637
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320754882.1U Expired - Fee Related CN203672351U (en) | 2013-11-25 | 2013-11-25 | Novel portable foundation pit displacement monitor support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203672351U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790937A (en) * | 2015-03-13 | 2015-07-22 | 成都大漠石油机械有限公司 | Real-time monitoring mechanism for oil well conditions |
| CN110965593A (en) * | 2019-12-24 | 2020-04-07 | 河南拓朴工程咨询有限公司 | Foundation pit deformation real-time monitoring system |
-
2013
- 2013-11-25 CN CN201320754882.1U patent/CN203672351U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790937A (en) * | 2015-03-13 | 2015-07-22 | 成都大漠石油机械有限公司 | Real-time monitoring mechanism for oil well conditions |
| CN110965593A (en) * | 2019-12-24 | 2020-04-07 | 河南拓朴工程咨询有限公司 | Foundation pit deformation real-time monitoring system |
| CN110965593B (en) * | 2019-12-24 | 2021-06-25 | 河南拓朴工程咨询有限公司 | Foundation pit deformation real-time monitoring system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: DATANG QIUBEI WIND POWER CO., LTD. Free format text: FORMER OWNER: XIAO BAIYU Effective date: 20141021 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 510640 GUANGZHOU, GUANGDONG PROVINCE TO: 663299 YUXI, YUNNAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20141021 Address after: 663299 Yunnan Province, Wenshan Jinping Zhuang and Miao Autonomous Prefecture Qiubei County town of stone cylinder dam Patentee after: DATANG QIUBEI WIND AND ELECTRICITY CO., LTD. Address before: 510640 Guangdong city of Guangzhou province Tianhe District gold Yinglu No. 1 Jin Ying building room 1106 Patentee before: Xiao Baiyu |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140625 Termination date: 20161125 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |