CN205384014U - Drilling bored concrete pile underwater concrete pours a height measurement system - Google Patents
Drilling bored concrete pile underwater concrete pours a height measurement system Download PDFInfo
- Publication number
- CN205384014U CN205384014U CN201520645482.6U CN201520645482U CN205384014U CN 205384014 U CN205384014 U CN 205384014U CN 201520645482 U CN201520645482 U CN 201520645482U CN 205384014 U CN205384014 U CN 205384014U
- Authority
- CN
- China
- Prior art keywords
- pipe
- sensing module
- integrated sensing
- concrete
- module
- 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
Landscapes
- Foundations (AREA)
Abstract
The utility model relates to a bridge engineering, housing construction engineering technical field provide a drilling bored concrete pile underwater concrete pours a height measurement system, including integrated sensing module, data transmission line, terminal handling and display module, integrated sensing module one end and data transmission line connection, the other end is connected with terminal handling and display module, integrated sensing module passes through gim peg and bored concrete pile pipe connection, integrated sensing module embedding bored concrete pile pipe lateral wall, the beneficial effects of the utility model are that: on the elevation of concrete face can being reached terminal display, can reflect the laying depth of pipe well to realizing the good pipe of tearing open, avoiding the pipe to bury too dark card pipe or the stifled pipe of taking place underground, perhaps too shallow emergence broken pile's accident resulting from poor quality of projects is buried underground to the pipe, when the concrete filled to design pile bolck elevation, irrigation concrete in empty stake was avoided to the empty stake length of the fine control of ability, perhaps avoid the long not enough and accident resulting from poor quality of projects that leads to of the too long stake that causes of empty stake.
Description
Technical field
This utility model relates to science of bridge building, building engineering technical field, particularly to a kind of cast-in-situ bored pile underwater concreting face measurement of higher degree system.
Background technology
Development along with the development of the national economy, industry and civil buildings, bridge, the increasing of the contour heavy building of port and pier, cast-in-situ bored pile, as deep foundation, adapts in different geological conditions, bearing capacity is big, noise is little, public hazards are few, shock resistance is strong in construction, applies more and more wider.At the bottom of stake or all pile bodies are positioned at below water level, or at the place cast concrete that current cannot be closed, it is necessary to adopt underwater grouting construction.The method of underwater grouting is a lot, owing to tremie method to promptly irrigating a large amount of concrete under water without draining, can utilize favourable underground condition that concrete is carried out standard curing, implement and utensil simple, adapting to various execution conditions, therefore tremie method is generally used.
Catheterized reperfusion underwater concrete belongs to concealed work, due to cannot accurate control hole inner concrete face elevation, easily occurring that conduit buried depth is crossed deep or excessively shallow, thus there is pipe laying, disconnected pipe, the pouring construction accidents such as hole of collapsing, or causing pile body that isolation, the folder quality accident such as mud, broken pile occur；Additionally can not control sky pile length very well, bring great economic loss and potential safety hazard to engineering, there is no rational solution at present.
Utility model content
The purpose of this utility model is in that: cannot accurate control hole inner concrete face elevation for tremie method, easily occur that conduit buried depth is crossed deep or excessively shallow, thus there is pipe laying, disconnected pipe, the pouring construction accidents such as hole of collapsing. or cause pile body that isolation, the folder quality accident such as mud, broken pile occur, it is provided that a kind of cast-in-situ bored pile underwater concreting face measurement of higher degree system.
This utility model one cast-in-situ bored pile underwater concreting face measurement of higher degree system, including integrated sensing module, data line, terminal processes and display module；
Described integrated sensing module includes material induction apparatus, pressure and temperature inductor, density induction apparatus and humidity water content induction apparatus, is connected with described data line respectively；
Described terminal processes and display module include sensed data and receive submodule, sensed data analysis submodule and testing result display sub-module；Described sensed data receives submodule one end and is connected with described data line, and the other end is analyzed submodule with described sensed data and is connected, and described sensed data is analyzed submodule and is also connected with testing result display sub-module；
Described integrated sensing module one end is connected with described data line, and the other end is connected with terminal processes and display module.
Further, described integrated sensing module is connected with bored pile guide by gim peg.
Further, described integrated sensing module embeds described bored pile guide lateral wall.
The beneficial effects of the utility model are: can reach on terminal display by the elevation of concrete surface, the depth of burying of conduit can be reflected well, thus realizing good tearing pipe open, it is to avoid conduit is buried underground and too deep card pipe or plugging occurred, or the accident resulting from poor quality of projects of too shallow generation broken pile buried underground by conduit；When filling concrete is to design stake top mark height, this system can control sky pile length very well, it is to avoid concrete perfusion in empty stake, brings economic loss；Or avoid the long accident resulting from poor quality of projects caused not of the oversize stake caused of sky stake.
Accompanying drawing explanation
Fig. 1 show this utility model embodiment one cast-in-situ bored pile underwater concreting face measurement of higher degree system construction drawing.
Fig. 2 show integrated sensing module and bored pile guide apart arrangement structure chart.
Fig. 3 show in Fig. 2 bored pile guide end cross-section.
Fig. 4 show integrated sensing module and bored pile guide integral type arrangement figure.
Fig. 5 show in Fig. 4 bored pile guide sectional view.
In figure: 1-integrated sensing module, 2-data line, 3-terminal processes and display module, 4-bored pile guide, 5-gim peg.
Detailed description of the invention
This utility model specific embodiment is described in detail below in conjunction with concrete accompanying drawing.It should be noted that, what the combination of technical characteristic described in following embodiment or technical characteristic was not construed as isolating, they can be mutually combined thus reaching superior technique effect.In the accompanying drawing of following embodiment, the identical label that each accompanying drawing occurs represents identical feature or parts, can be applicable in different embodiment.
As Figure 1-5, this utility model embodiment one cast-in-situ bored pile underwater concreting face measurement of higher degree system, including integrated sensing module 1, data line 2, terminal processes and display module 3；
Described integrated sensing module 1 includes material induction apparatus, pressure and temperature inductor, density induction apparatus and humidity water content induction apparatus, is connected with described data line 2 respectively；
Described terminal processes and display module 3 include sensed data and receive submodule, sensed data analysis submodule and testing result display sub-module；Described sensed data receives submodule one end and is connected with described data line 2, and the other end is analyzed submodule with described sensed data and is connected, and described sensed data is analyzed submodule and is also connected with testing result display sub-module；
Described integrated sensing module 1 one end is connected with described data line 2, and the other end is connected with terminal processes and display module 3.
Described integrated sensing module 1 is connected with bored pile guide 4 by gim peg 5.
Described integrated sensing module 1 embeds described bored pile guide 4 lateral wall.
In use, by installing separate type or embedded integration sensing module 1 on described bored pile guide 4, concrete surface altitude data can be transferred to described terminal processes and display module, process by analysis, being shown on terminal display, technical staff can accurate perception concrete surface elevation.
The beneficial effects of the utility model are: can reach on terminal display by the elevation of concrete surface, the depth of burying of conduit can be reflected well, thus realizing good tearing pipe open, it is to avoid conduit is buried underground and too deep card pipe or plugging occurred, or the accident resulting from poor quality of projects of too shallow generation broken pile buried underground by conduit；When filling concrete is to design stake top mark height, this system can control sky pile length very well, it is to avoid concrete perfusion in empty stake, brings economic loss；Or avoid the long accident resulting from poor quality of projects caused not of the oversize stake caused of sky stake.
Although have been presented for an embodiment of the present utility model herein, it will be appreciated by those of skill in the art that when without departing from this utility model spirit, it is possible to the embodiments herein is changed.Above-described embodiment is illustrative of, should restriction using the embodiments herein as this utility model interest field.
Claims (3)
1. a cast-in-situ bored pile underwater concreting face measurement of higher degree system, it is characterised in that include integrated sensing module, data line, terminal processes and display module；
Described integrated sensing module includes material induction apparatus, pressure and temperature inductor, density induction apparatus and humidity water content induction apparatus, is connected with described data line respectively；
Described terminal processes and display module include sensed data and receive submodule, sensed data analysis submodule and testing result display sub-module；Described sensed data receives submodule one end and is connected with described data line, and the other end is analyzed submodule with described sensed data and is connected, and described sensed data is analyzed submodule and is also connected with testing result display sub-module；
Described integrated sensing module one end is connected with described data line, and the other end is connected with terminal processes and display module.
2. a kind of cast-in-situ bored pile underwater concreting face measurement of higher degree system as described in right 1, it is characterised in that described integrated sensing module is connected with bored pile guide by gim peg.
3. a kind of cast-in-situ bored pile underwater concreting face measurement of higher degree system as described in right 1, it is characterised in that described integrated sensing module embeds described bored pile guide lateral wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520645482.6U CN205384014U (en) | 2015-08-26 | 2015-08-26 | Drilling bored concrete pile underwater concrete pours a height measurement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520645482.6U CN205384014U (en) | 2015-08-26 | 2015-08-26 | Drilling bored concrete pile underwater concrete pours a height measurement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205384014U true CN205384014U (en) | 2016-07-13 |
Family
ID=56337222
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520645482.6U Expired - Fee Related CN205384014U (en) | 2015-08-26 | 2015-08-26 | Drilling bored concrete pile underwater concrete pours a height measurement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205384014U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638719A (en) * | 2016-10-20 | 2017-05-10 | 武汉长盛工程检测技术开发有限公司 | Automatic cast-in-place pile quality monitoring and controlling device and method |
| CN106919110A (en) * | 2017-03-31 | 2017-07-04 | 江苏中海昇物联科技有限公司 | Concrete composition marking apparatus |
| CN110849321A (en) * | 2019-11-27 | 2020-02-28 | 上海中兴思秸通讯有限公司 | Concrete pouring height real-time monitoring method and system |
| CN113720290A (en) * | 2021-09-02 | 2021-11-30 | 成都大学 | Method and device for automatically measuring buried depth of conduit |
-
2015
- 2015-08-26 CN CN201520645482.6U patent/CN205384014U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638719A (en) * | 2016-10-20 | 2017-05-10 | 武汉长盛工程检测技术开发有限公司 | Automatic cast-in-place pile quality monitoring and controlling device and method |
| CN106919110A (en) * | 2017-03-31 | 2017-07-04 | 江苏中海昇物联科技有限公司 | Concrete composition marking apparatus |
| CN110849321A (en) * | 2019-11-27 | 2020-02-28 | 上海中兴思秸通讯有限公司 | Concrete pouring height real-time monitoring method and system |
| CN113720290A (en) * | 2021-09-02 | 2021-11-30 | 成都大学 | Method and device for automatically measuring buried depth of conduit |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205384014U (en) | Drilling bored concrete pile underwater concrete pours a height measurement system | |
| CN104569341B (en) | The method of vacuum pre-pressed joint electric osmose test | |
| CN104563164B (en) | A kind of ground-connecting-wall seam leak detection and grouting for water plugging method | |
| CN206627405U (en) | The double embolism original position injection pressure water penetration detectors of expansion type | |
| CN208251108U (en) | Caisson pile concrete elevation measurement and superfilled control structure | |
| CN104264719A (en) | Vacuum preloading indoor model testing apparatus | |
| CN102926413A (en) | Embedded pipe for sampling pile tip of filling pile | |
| CN102162253A (en) | Precipitation construction method employing pipe embedding in deep foundation pits | |
| CN108547331A (en) | Caisson pile concrete elevation measures and superfilled control method | |
| CN105369812A (en) | Pressure bearing water level determining method for constant-flow water pumping of lower foundation pit of suspension type waterproof curtain | |
| KR100931061B1 (en) | Soft ground settlement measuring device and settlement method according to it | |
| CN205382483U (en) | Drilling bored concrete pile drilling equipment in deep water sand boulder bed riverbed | |
| CN201334678Y (en) | Soil pressure cell inbuilt device | |
| CN202672149U (en) | Height controller for underwater concrete grouting pile | |
| CN205116159U (en) | Supporting rig dry process pore -forming bored concrete pile that digs soon of back slip casting | |
| CN204252103U (en) | A kind of deviational survey hole osmometer device | |
| CN101858074A (en) | Construction method and device for on-site water injection test | |
| CN103195046B (en) | An a kind of hole concrete dynamic modulus WG method for embedding | |
| CN205677030U (en) | A kind of drainage inspection well backfill structure | |
| CN105386430B (en) | A kind of lower water-stop curtain both sides water level method for determining difference of water-stop curtain effect | |
| CN107975376B (en) | Connecting structure of tunnel shield jacking pipe and vertical pipeline and construction method | |
| CN205954711U (en) | Tunnel hole in deep sea is pressed meter and is buried structure underground | |
| CN108755724A (en) | The external water drainage waterproof method of pipe gallery | |
| CN201250397Y (en) | Concrete anti-seepage wall with quality inspection coring pipes | |
| CN103175664A (en) | Model test device and test method for sealing performance of joints of check valves |
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: 20160713 Termination date: 20170826 |