CN205475177U - Soil pressure cell 's fixing device is buried underground in drilling - Google Patents
Soil pressure cell 's fixing device is buried underground in drilling Download PDFInfo
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- CN205475177U CN205475177U CN201620024789.9U CN201620024789U CN205475177U CN 205475177 U CN205475177 U CN 205475177U CN 201620024789 U CN201620024789 U CN 201620024789U CN 205475177 U CN205475177 U CN 205475177U
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- soil pressure
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Abstract
The utility model relates to a soil pressure cell's fixing device is buried underground in drilling contains: the guide slot subassembly of two sets of relative settings, a plurality of main coupling assembling, it is two sets of that it is used for every keep (shenglvehao)at a certain distance away to connect the guide slot subassembly to constitute and bury the support underground, V type installation head, it is connected the setting and is in the bottom of burying the support underground, two fixed subassemblies set up respectively according to soil pressure cell 's the pre -buried degree of depth bury the support underground on, and be located soil pressure cell 's top and bottom for the fixed setting of soil pressure cell is in bury underground on the support. The utility model discloses can effectively improve monitoring in -process soil pressure cell 's installation effectiveness and installation quality, measuring point position is accurate, improves the monitoring point quality to reduce manpower and materials, have good social economic benefit.
Description
Technical field
This utility model relates to a kind of boring and buries the fixing device of soil pressure cell underground, belongs to construction monitoring field.
Background technology
In existing construction monitoring technology, soil pressure cell many employings boring is buried underground, and soil pressure cell is general in boring is transferred uses reinforcing bar or inclinometer pipe to be aided with to transfer.When use reinforcing bar be aided with transfer soil pressure cell time, need specialty welding personnel auxiliary welding, cost is of a relatively high, and bury underground direction be not easy to control.When employing inclinometer pipe is aided with and transfers soil pressure cell, owing to inclinometer pipe occupies the volume of boring relatively greatly, it is unfavorable for the backfill of implant, easily causes surveyed the data precision relatively low simultaneously.
Based on disadvantages mentioned above and restriction present in prior art, how to solve soil pressure cell under the conditions of boring is buried underground, i.e. to ensure to bury process underground convenient, fast, ensure again to bury underground point position accurately, reliable in quality, be the problem needing solution at present badly.
Utility model content
The purpose of this utility model is that proposing a kind of boring buries the fixing device of soil pressure cell underground, can be effectively improved installation effectiveness and the installation quality of soil pressure cell during monitoring, point position is accurate, improves monitoring point quality, and reduce manpower and materials, there are good economic results in society.
To achieve these goals, this utility model provides a kind of boring to bury the fixing device of soil pressure cell underground, comprises: two groups of guide groove component being oppositely arranged；Multiple main connection assemblies, it is for connecting the guide groove component described in two groups at interval of certain distance, buries support underground to constitute；V-type mounting head, its connection is arranged on the described bottom burying support underground；Two fixation kits, are separately positioned on described burying underground on support according to the pre-buried degree of depth of soil pressure cell, and are positioned at top and the bottom of soil pressure cell, described bury support underground for being fixedly installed on by soil pressure cell.
Often organize described guide groove component and comprise the many channel bar connected the most successively, and on every channel bar, be the most uniformly drilled with multiple screw.
Described channel bar be the dual-side of steel plate is turned down in the same direction after formed " groove is oppositely arranged by the equal groove of every channel bar in [" type channel bar, and two groups of guide groove component.
Each described main connection assembly comprises: the first screw rod, it sequentially passes through the screw on neighbouring two channel bar in first group of guide groove component, and the screw on neighbouring two channel bar being oppositely arranged in second group of guide groove component, with four channel bar being simultaneously connected with in two groups of guide groove component；First nut, its two ends being located in the first described screw rod are fixed.
Each described fixation kit comprises: hole, location, it is arranged on the corresponding channel bar in two groups of guide groove component according to size and the pre-buried degree of depth of soil pressure cell；Second screw rod, it sequentially passes through the hole, location on the corresponding channel bar in two groups of guide groove component；Second nut, its two ends being located in the second described screw rod are fixed.
The fixing device of soil pressure cell is buried in described boring underground, also comprises: multiple auxiliary connect assembly, the middle part of its be oppositely arranged two channel bar for being connected in two groups of guide groove component.
Each described auxiliary connects assembly and comprises: the 3rd screw rod, and it sequentially passes through the screw on the channel bar being oppositely arranged in the screw on the channel bar in first group of guide groove component, and second group of guide groove component, to connect two groups of guide groove component as middle web beam；3rd nut, its two ends being located in the 3rd described screw rod are fixed.
The fixing device of soil pressure cell is buried in boring provided by the utility model underground, size according to soil pressure cell and the pre-buried degree of depth residing in the borehole, size and the length of this fixing device prefabricated can be shifted to an earlier date, and can be adjusted by the multiple screws on channel bar, save and transferring the manpower and materials during burying underground.It addition, this utility model can accurately fix the pre-buried position of soil pressure cell；And owing to bottom is tip so that whole fixing device is easily controllable direction in decentralization process；And this fixing device to take borehole space relatively small, it is simple to boring space backfill, it is ensured that the accuracy of measuring point.
In sum, this utility model can not only overcome in prior art boring to bury underground, and point position that soil pressure cell exists is inaccurate, bury the problems such as second-rate underground, installation effectiveness and the installation quality of soil pressure cell during monitoring can also be improved, and reduce human cost required in installation process simultaneously, reduce and bury Master Cost underground, improve monitoring point quality, there are good economic results in society.
Accompanying drawing explanation
Fig. 1 is the front view that the fixing device of soil pressure cell is buried in the boring in this utility model underground；
Fig. 2 is the side view that the fixing device of soil pressure cell is buried in the boring in this utility model underground；
Fig. 3 is the top view that the fixing device of soil pressure cell is buried in the boring in this utility model underground.
Detailed description of the invention
Below in conjunction with Fig. 1～Fig. 3, by describing a preferably specific embodiment in detail, this utility model is further elaborated.
As depicted in figs. 1 and 2, bury the fixing device of soil pressure cell for boring provided by the utility model underground, comprise: two groups of guide groove component being oppositely arranged；Multiple main connection assemblies, it is for connecting the guide groove component described in two groups at interval of certain distance, buries support underground to constitute；V-type mounting head 3, its connection is arranged on the described bottom burying support underground so that this fixing device under put into boring during be easier to transfer；Two fixation kits, are separately positioned on described burying underground on support according to the pre-buried degree of depth of soil pressure cell 6, and are positioned at top and the bottom of soil pressure cell 6, described bury support underground for being fixedly installed on by soil pressure cell 6.
Often organize described guide groove component to comprise and on the many channel bar connected the most successively 1, and every channel bar 1, be the most uniformly drilled with multiple screw 2.
As it is shown on figure 3, described channel bar 1 be the dual-side of steel plate is turned down in the same direction after formed " groove is oppositely arranged by the equal groove of every channel bar 1 in [" type channel bar, and two groups of guide groove component.
Each described main connection assembly comprises: the first screw rod 41, it sequentially passes through the screw 2 on neighbouring two channel bar 1 in first group of guide groove component, and the screw 2 on neighbouring two channel bar 1 being oppositely arranged in second group of guide groove component, with four channel bar 1 being simultaneously connected with in two groups of guide groove component, therefore, adjacent two channel bar 1 in same guide groove component are not only connected by this first screw rod 41, two groups of guide groove component are connected simultaneously；First nut 51, its two ends being located in the first described screw rod 41 are fixed.
Each described fixation kit comprises: hole, location, it is arranged on the corresponding channel bar 1 in two groups of guide groove component according to size and the pre-buried degree of depth of soil pressure cell；Second screw rod 42, it sequentially passes through the hole, location on the corresponding channel bar 1 in two groups of guide groove component；Second nut 52, its two ends being located in the second described screw rod 42 are fixed.Fixation kit described in two groups is separately positioned on top and the bottom of soil pressure cell 6, so that the position that soil pressure cell 6 is during burying underground is fixed.
The fixing device of soil pressure cell is buried in described boring underground, also comprises: multiple auxiliary connect assembly, the middle part of its be oppositely arranged two channel bar 1 for being connected in two groups of guide groove component.
Each described auxiliary connects assembly and comprises: the 3rd screw rod 43, it sequentially passes through the screw 2 on the channel bar 1 in first group of guide groove component, and the screw 2 on the channel bar 1 being oppositely arranged in second group of guide groove component, to connect two groups of guide groove component as middle web beam；3rd nut 53, its two ends being located in the 3rd described screw rod 43 are fixed.
The fixing device of soil pressure cell is buried in boring provided by the utility model underground, its be bottom be the ladder shape structure of tip, boring formed after, utilize this fixing device to transfer soil pressure cell to desired depth, and carry out hole wall backfill.This boring is buried the hole wall of soil pressure cell underground and is backfilled the requirement must being fulfilled for related specifications.
The fixing device of soil pressure cell is buried in boring provided by the utility model underground, size according to soil pressure cell and the pre-buried degree of depth residing in the borehole, size and the length of this fixing device prefabricated can be shifted to an earlier date, and can be adjusted by the multiple screws on channel bar, save and transferring the manpower and materials during burying underground.It addition, this utility model can accurately fix the pre-buried position of soil pressure cell；And owing to bottom is tip so that whole fixing device is easily controllable direction in decentralization process；And this fixing device to take borehole space relatively small, it is simple to boring space backfill, it is ensured that the accuracy of measuring point.
In sum, this utility model can not only overcome in prior art boring to bury underground, and point position that soil pressure cell exists is inaccurate, bury the problems such as second-rate underground, installation effectiveness and the installation quality of soil pressure cell during monitoring can also be improved, and reduce human cost required in installation process simultaneously, reduce and bury Master Cost underground, improve monitoring point quality, there are good economic results in society.
Although content of the present utility model has been made to be discussed in detail by above preferred embodiment, but it should be appreciated that the description above is not considered as restriction of the present utility model, protection domain of the present utility model should be limited to the appended claims.
Claims (7)
1. the fixing device of soil pressure cell is buried in a boring underground, it is characterised in that comprise:
Two groups of guide groove component being oppositely arranged；
Multiple main connection assemblies, it is for connecting the guide groove component described in two groups at interval of certain distance, buries support underground to constitute；
V-type mounting head (3), its connection is arranged on the described bottom burying support underground；
Two fixation kits, are separately positioned on described burying underground on support according to the pre-buried degree of depth of soil pressure cell (6), and are positioned at top and the bottom of soil pressure cell (6), described bury support underground for being fixedly installed on by soil pressure cell (6).
2. the fixing device of soil pressure cell is buried in boring as claimed in claim 1 underground, it is characterized in that, often organize described guide groove component to comprise and be the most uniformly drilled with multiple screw (2) on the many channel bar connected the most successively (1), and every channel bar (1).
3. the fixing device of soil pressure cell is buried in boring as claimed in claim 2 underground, it is characterized in that, described channel bar (1) be the dual-side of steel plate is turned down in the same direction after formed " groove is oppositely arranged by all grooves of the every channel bar (1) in [" type channel bar, and two groups of guide groove component.
4. the fixing device of soil pressure cell is buried in boring as claimed in claim 3 underground, it is characterised in that each described main connection assembly comprises:
First screw rod (41), it sequentially passes through the screw (2) on neighbouring two channel bar (1) in first group of guide groove component, and the screw (2) on neighbouring two channel bar (1) being oppositely arranged in second group of guide groove component, with four channel bar (1) being simultaneously connected with in two groups of guide groove component；
First nut (51), its two ends being located in described the first screw rod (41) are fixed.
5. the fixing device of soil pressure cell is buried in boring as claimed in claim 3 underground, it is characterised in that each described fixation kit comprises:
Hole, location, it is arranged on the corresponding channel bar (1) in two groups of guide groove component according to size and the pre-buried degree of depth of soil pressure cell；
Second screw rod (42), it sequentially passes through the hole, location on the corresponding channel bar (1) in two groups of guide groove component；
Second nut (52), its two ends being located in described the second screw rod (42) are fixed.
6. the fixing device of soil pressure cell is buried in boring as claimed in claim 3 underground, it is characterised in that also comprises multiple auxiliary and connects assembly, the middle part of its be oppositely arranged two channel bar (1) for being connected in two groups of guide groove component.
7. the fixing device of soil pressure cell is buried in boring as claimed in claim 6 underground, it is characterised in that each described auxiliary connects assembly and comprises:
3rd screw rod (43), it sequentially passes through the screw (2) on the screw (2) on the channel bar (1) in first group of guide groove component, and the channel bar (1) being oppositely arranged in second group of guide groove component, to connect two groups of guide groove component as middle web beam；
3rd nut (53), its two ends being located in the 3rd described screw rod (43) are fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620024789.9U CN205475177U (en) | 2016-01-12 | 2016-01-12 | Soil pressure cell 's fixing device is buried underground in drilling |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620024789.9U CN205475177U (en) | 2016-01-12 | 2016-01-12 | Soil pressure cell 's fixing device is buried underground in drilling |
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| CN205475177U true CN205475177U (en) | 2016-08-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620024789.9U Active CN205475177U (en) | 2016-01-12 | 2016-01-12 | Soil pressure cell 's fixing device is buried underground in drilling |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703000A (en) * | 2016-11-30 | 2017-05-24 | 河海大学 | Field earth pressure cell burying device and method thereof |
| CN107761786A (en) * | 2017-10-16 | 2018-03-06 | 浙江煤炭测绘院有限公司 | A kind of mounting process for deep embeded type soil pressure cell |
| CN110318432A (en) * | 2019-06-25 | 2019-10-11 | 四川冶金建筑工程质量检测有限公司 | A kind of embedded device and its method for embedding of sensor |
| CN111021329B (en) * | 2019-12-31 | 2021-05-11 | 深圳宏业基岩土科技股份有限公司 | Deep soil pressure box installation method |
| CN113481956A (en) * | 2021-07-19 | 2021-10-08 | 安徽省建筑科学研究设计院 | Deep positioning and embedding auxiliary device for soil pressure cell |
-
2016
- 2016-01-12 CN CN201620024789.9U patent/CN205475177U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703000A (en) * | 2016-11-30 | 2017-05-24 | 河海大学 | Field earth pressure cell burying device and method thereof |
| CN107761786A (en) * | 2017-10-16 | 2018-03-06 | 浙江煤炭测绘院有限公司 | A kind of mounting process for deep embeded type soil pressure cell |
| CN110318432A (en) * | 2019-06-25 | 2019-10-11 | 四川冶金建筑工程质量检测有限公司 | A kind of embedded device and its method for embedding of sensor |
| CN110318432B (en) * | 2019-06-25 | 2021-07-13 | 四川冶金建筑工程质量检测有限公司 | Embedding device and method for sensor |
| CN111021329B (en) * | 2019-12-31 | 2021-05-11 | 深圳宏业基岩土科技股份有限公司 | Deep soil pressure box installation method |
| CN113481956A (en) * | 2021-07-19 | 2021-10-08 | 安徽省建筑科学研究设计院 | Deep positioning and embedding auxiliary device for soil pressure cell |
| CN113481956B (en) * | 2021-07-19 | 2022-06-03 | 安徽省建筑科学研究设计院 | Deep positioning and embedding auxiliary device for soil pressure cell |
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