CN208313285U - High-supported formwork structure monitoring device - Google Patents
High-supported formwork structure monitoring device Download PDFInfo
- Publication number
- CN208313285U CN208313285U CN201820882476.6U CN201820882476U CN208313285U CN 208313285 U CN208313285 U CN 208313285U CN 201820882476 U CN201820882476 U CN 201820882476U CN 208313285 U CN208313285 U CN 208313285U
- Authority
- CN
- China
- Prior art keywords
- optical fiber
- fiber inclinometer
- inclinometer
- supported formwork
- monitoring device
- 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
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
The utility model proposes a kind of high-supported formwork structure monitoring devices, which is characterized in that the orthogonal longitudinal optical fiber inclinometer of the projection of detection direction in the horizontal plane and lateral optical fiber inclinometer;The longitudinal direction optical fiber inclinometer and the fixed setting opposite with the upright bar of high-supported formwork structure respectively of lateral optical fiber inclinometer.The utility model and its preferred embodiment apparatus structure are simplified, accuracy is high, practical, a kind of more complete solution is provided for security risk existing for high-supported formwork support frame upright bar in work progress, in terms of the existing solutions, measurement accuracy is greatly improved, there is high susceptibility to the slight inclination of the high form-tie assembly in concrete placement, it can sensitive capture high-supported formwork support frame unstable failure omen, settable alarm threshold value, it gives warning in advance, conducive to searching and excluding security risk, really ensure construction safety.
Description
Technical field
The utility model belongs to the realm of building construction more particularly to a kind of high-supported formwork structure monitoring device.
Background technique
The a part of high-supported formwork support frame upright bar as high form-tie assembly is poured in work progress, high-supported formwork in coagulation earth mulch
The possible run-off the straight of support frame upright bar, destroys the stability of support frame, induces the safety accidents such as support frame collapsing, therefore incline to it
Angle carries out real-time accurate and monitors important role.Current high form-tie assembly monitoring method has using theodolite or electric slope angle
Instrument monitors upright bar inclination and distortion, and the equal Shortcomings of two schemes have much room for improvement, and transit survey error is larger and needs to combine people
Work observation, it is difficult to reach real-time monitoring purpose, electric slope angle instrument precision is lower, it is difficult to capture the tiny inclination angle variation letter of upright bar
Breath.
Utility model content
In view of the shortcomings of the prior art and blank, the utility model use following technical scheme:
A kind of high-supported formwork structure monitoring device characterized by comprising the projection of detection direction in the horizontal plane is mutually hung down
Straight longitudinal optical fiber inclinometer and lateral optical fiber inclinometer;It is described longitudinal direction optical fiber inclinometer and transverse direction optical fiber inclinometer respectively with height
The relatively fixed setting of the upright bar of formwork erecting structure.
Preferably, longitudinal optical fiber inclinometer and lateral optical fiber inclinometer are connected with subtractor circuit and more electric in turn
Road;The comparison circuit connects alarm;The alarm is obtained in longitudinal optical fiber inclinometer or lateral optical fiber inclinometer acquisition
Tilt angle and initial value difference be greater than threshold value when issue alarm.
Preferably, the subtractor circuit and comparison circuit are arranged on single-chip microcontroller;The alarm is loudspeaker.
Preferably, longitudinal optical fiber inclinometer and lateral optical fiber inclinometer are connected with wireless signal transmitter;The nothing
Longitudinal optical fiber inclinometer and lateral optical fiber inclinometer are wirelessly transmitted to remote receiver by line signal projector.
Preferably, the remote receiver is mobile phone.
Preferably, the upright bar is supported concrete blinding by adjustable support;It is described longitudinal direction optical fiber inclinometer and
Lateral optical fiber inclinometer is close to be fixed in adjustable support respectively.
Preferably, longitudinal optical fiber inclinometer and lateral optical fiber inclinometer are close to be fixed in upright bar respectively.
The utility model and its preferred embodiment apparatus structure are simplified, accuracy is high, practical, for high in work progress
Security risk existing for formwork support frame upright bar provides a kind of more complete solution, in terms of the existing solutions, substantially
Degree improves measurement accuracy, has high susceptibility to the slight inclination of the high form-tie assembly in concrete placement, can spirit
Quick capture high-supported formwork support frame unstable failure omen, settable alarm threshold value give warning in advance, and are conducive to search and exclude safe hidden
Suffer from, really ensures construction safety.
Detailed description of the invention
With reference to the accompanying drawings and detailed description to the further details of explanation of the utility model:
Fig. 1 is the utility model embodiment monitoring point schematic view of the mounting position;
Fig. 2 is 1 schematic top plan view of the utility model embodiment;
Fig. 3 is 1 schematic side view of the utility model embodiment;
Fig. 4 is 2 schematic top plan view of the utility model embodiment;
Fig. 5 is 2 schematic side view of the utility model embodiment;
Fig. 6 is that vertically and horizontally tilt angle varied monitors schematic diagram to the utility model embodiment;
In figure: the installation site of the monitoring point 1-;The longitudinal direction 111- optical fiber inclinometer;112- transverse direction optical fiber inclinometer;200- coagulation
Clay model plate;Support that 300- is adjustable;400- upright bar;500- horizon bar.
Specific embodiment
For the feature and advantage of this patent can be clearer and more comprehensible, 2 embodiments are cited below particularly, are described in detail below:
The composition of the present embodiment will be intended to: in the relatively fixed setting detection direction of 400 structure of upright bar of high-supported formwork structure
The orthogonal longitudinal optical fiber inclinometer 111 of projection in the horizontal plane and lateral optical fiber inclinometer 112.
As shown in Figure 1, since the connecting portion of high-supported formwork structure and concrete blinding 200 is easiest to that unstable failure occurs
Danger, once run-off the straight, is nearby arranged monitoring point here, sensitivity and practicability are most strong, therefore, the utility model 2
A embodiment selects at this as monitoring point installation site 1.
So-called fixed setting opposite with 400 structure of upright bar is not required for longitudinal optical fiber inclinometer 111 and lateral optical fiber inclination angle
Instrument 112 is set up directly in upright bar 400, and as shown in Figure 2 and Figure 3, in the 1st embodiment of the utility model, longitudinal optical fiber inclines
Angle instrument 111 and lateral optical fiber inclinometer 112 are close to be fixed in adjustable support 300 respectively, and are mutually in 90 °, adjustable support
Support 300 is the component being directly supported to concrete blinding 200 with the relatively fixed connection of upright bar 400, adjustable support 300 1
As protrude into 400 steel duct of upright bar and be attached, can appropriate adjustment upright bar 400 whole height.
Due to the construction of adjustable support 300 and 400 connection structure of upright bar, cause herein connecting portion stability with respect to upright bar
400 other positions are poor.Pour the displacement of formwork-support caused by construction loads and mixed mud during mixed mud are self-possessed
Adjustable support 300 is passed to, is easy to cause its inclination, therefore selecting adjustable 300 position of support of upright bar 400 as monitoring point is effect
Best one of the selection of fruit.
As shown in Figure 4, Figure 5, in the 2nd embodiment of the utility model, longitudinal optical fiber inclinometer 111 and lateral optical fiber
Inclinator 112 is close to be fixed in upright bar 400 respectively, is in positioned at the lower part of piece horizon bar 500 in the top, and mutually
90 °, the advantage of this kind of set-up mode is to guarantee to have selected a stronger installation site under the premise of monitoring agility,
Reduce the expenditure of the installation support member.
Other than the selection of above-mentioned installation specific location, the other structures of two embodiments of the utility model do not have
Difference, no longer separately repeats below.
It should be noted that longitudinal optical fiber inclinometer 111 and lateral optical fiber inclinometer 112 need during fixation
It is bonded setting as far as possible with upright bar 400 or adjustable support 300, so as to accurately reflect the tilt condition of upright bar 400.
In terms of device, the utility model is in order to realize warning function: longitudinal optical fiber inclinometer 111 and lateral optical fiber inclination angle
Instrument 112 is connected with subtractor circuit and comparison circuit in turn;Comparison circuit connects alarm;Alarm is in longitudinal optical fiber inclinometer
111 or the difference of tilt angle and initial value that obtains of lateral optical fiber inclinometer 112 acquisition issue alarm when being greater than threshold value.Wherein,
Subtractor circuit and comparison circuit are arranged on single-chip microcontroller;Alarm is loudspeaker.Make upright bar 400 at the inclination angle of both direction in length and breadth
Alarm can be made a sound when variation, directly to remind construction personnel.
For the real-time monitoring for realizing distal end, longitudinal optical fiber inclinometer 111 and lateral optical fiber inclinometer 112 are connected with wireless communication
Number transmitter;Longitudinal optical fiber inclinometer 111 and lateral optical fiber inclinometer 112 are wirelessly transmitted to distal end and connect by wireless signal transmitter
Receiving unit.Remote receiver is generally mobile phone.The transmission modes such as bluetooth, GPRS may be selected in wireless transmission scheme.
The concrete application scheme of the utility model also may be summarized to be following steps:
Step 1: it is longitudinal to be close to fixed setting one in the side of the adjustable support 300 on 400 top of upright bar of high-supported formwork structure
Optical fiber inclinometer 111;
Step 2: being close to fixed setting one laterally in the side of the adjustable support 300 of the side of longitudinal optical fiber inclinometer 111
The projection of the detection direction of optical fiber inclinometer 112, longitudinal optical fiber inclinometer 111 and lateral optical fiber inclinometer 112 in the horizontal plane
It is mutually perpendicular to;
Step 3: when Construction of Supporting is completed in the upright bar 400 of high-supported formwork structure, longitudinal optical fiber inclinometer 111 and lateral optical fiber
The tilt angle of inclinator 112 is set as initial value and stores;
Step 4: longitudinal optical fiber inclinometer 111 and lateral optical fiber inclinometer 112 are inclined with the output of preset data acquiring frequency
Rake angle data, and carry out seeking difference operation with initial value, alarm is triggered if gained difference is greater than threshold value.
In step 3, initial value data is transmitted to remote receiver by wireless signal transmitter;In step 4, it indulges
Tilt angle data are exported with preset data acquiring frequency to optical fiber inclinometer 111 and lateral optical fiber inclinometer 112, and are passed through
Wireless signal transmitter is transmitted to remote receiver.
The working principle that longitudinal optical fiber inclinometer 111 and lateral optical fiber inclinometer 112 are arranged in the present invention is, such as
Shown in Fig. 6, AB is monitoring 400 position of upright bar, vertically and horizontally the respectively vertically and horizontally direction of high-supported formwork structure.It is first read before measurement vertical
To the initial inclination angle of optical fiber inclinometer 111 and lateral optical fiber inclinometer 112 and two sides in length and breadth.When AB monitors upright bar 400
Position run-off the straight under load action, by original AB change in location to the position AB ', AB ' is longitudinal vertical where former AB bar at this time
The AB that is projected as in face is indulged, and AB ' is being projected as AB cross in lateral vertical plane where former AB bar, and the horizontal AB of ∠ B is monitoring upright bar 400
In the change of pitch angle value of transverse direction, it is the change of pitch angle value for monitoring upright bar 400 in longitudinal direction, ∠ B horizontal AB and ∠ that ∠ B, which indulges AB,
It is the change of pitch angle value of the upright bar 400 of two optical fiber inclinometers monitoring in two directions that B, which indulges AB, this kind setting i.e. will not be wrong
Upright bar 400 is crossed to tilt in either direction.
Finally, it should be noted that its measurement of the optical fiber inclinometer that the utility model uses, also referred to as fiber grating inclinator
Precision can reach 0.01 °, and since mixed mud pouring construction has real-time, 400 stress of high-supported formwork support frame upright bar becomes in real time
Change, high-precision optical fiber inclinometer can more delicately capture the sign before high-supported formwork support frame unstable failure.
This patent is not limited to above-mentioned preferred forms, anyone can obtain other each under the enlightenment of this patent
The high-supported formwork structure monitoring device of kind form, all equivalent changes and modifications done according to present utility model application the scope of the patents, all
The covering scope of this patent should be belonged to.
Claims (7)
1. a kind of high-supported formwork structure monitoring device characterized by comprising the projection of detection direction in the horizontal plane is mutually perpendicular to
Longitudinal optical fiber inclinometer and lateral optical fiber inclinometer;The longitudinal direction optical fiber inclinometer and lateral optical fiber inclinometer are propped up with height respectively
The relatively fixed setting of the upright bar of mode structure.
2. high-supported formwork structure monitoring device according to claim 1, it is characterised in that: the longitudinal direction optical fiber inclinometer and cross
Subtractor circuit and comparison circuit are connected in turn to optical fiber inclinometer;The comparison circuit connects alarm;The alarm exists
The difference of tilt angle and initial value that longitudinal optical fiber inclinometer or lateral optical fiber inclinometer acquisition obtain is issued when being greater than threshold value and is reported
It is alert.
3. high-supported formwork structure monitoring device according to claim 2, it is characterised in that: the subtractor circuit and comparison circuit
It is arranged on single-chip microcontroller;The alarm is loudspeaker.
4. high-supported formwork structure monitoring device according to claim 1, it is characterised in that: the longitudinal direction optical fiber inclinometer and cross
Wireless signal transmitter is connected with to optical fiber inclinometer;The wireless signal transmitter is by longitudinal optical fiber inclinometer and lateral optical fiber
Inclinator is wirelessly transmitted to remote receiver.
5. high-supported formwork structure monitoring device according to claim 4, it is characterised in that: the remote receiver is hand
Machine.
6. high-supported formwork structure monitoring device according to claim 1, it is characterised in that: the upright bar passes through adjustable support pair
Concrete blinding is supported;The longitudinal direction optical fiber inclinometer and lateral optical fiber inclinometer are close to be fixed at adjustable support respectively
In support.
7. high-supported formwork structure monitoring device according to claim 1, it is characterised in that: the longitudinal direction optical fiber inclinometer and cross
It is close to be fixed in upright bar respectively to optical fiber inclinometer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820882476.6U CN208313285U (en) | 2018-06-08 | 2018-06-08 | High-supported formwork structure monitoring device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820882476.6U CN208313285U (en) | 2018-06-08 | 2018-06-08 | High-supported formwork structure monitoring device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208313285U true CN208313285U (en) | 2019-01-01 |
Family
ID=64710752
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820882476.6U Expired - Fee Related CN208313285U (en) | 2018-06-08 | 2018-06-08 | High-supported formwork structure monitoring device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208313285U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108827238A (en) * | 2018-06-08 | 2018-11-16 | 厦门大学嘉庚学院 | High-supported formwork structure monitoring device and method |
CN113565345A (en) * | 2021-06-25 | 2021-10-29 | 上海建工集团股份有限公司 | Safety monitoring method for resisting eccentric inclination of bent frame support |
-
2018
- 2018-06-08 CN CN201820882476.6U patent/CN208313285U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108827238A (en) * | 2018-06-08 | 2018-11-16 | 厦门大学嘉庚学院 | High-supported formwork structure monitoring device and method |
CN113565345A (en) * | 2021-06-25 | 2021-10-29 | 上海建工集团股份有限公司 | Safety monitoring method for resisting eccentric inclination of bent frame support |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN208313285U (en) | High-supported formwork structure monitoring device | |
CN106192769B (en) | High pier slding form operation verticality control device and its application method | |
CN109540003A (en) | A kind of high-supported formwork support frame upright bar horizontal displacement real-time monitoring system based on laser | |
CN108827238A (en) | High-supported formwork structure monitoring device and method | |
CN208313258U (en) | A kind of high-supported formwork support frame upright bar dynamic level displacement monitor | |
CN212747771U (en) | Underground drainage pipeline inner bottom elevation measuring device | |
CN109484630B (en) | A multidirectional survey and drawing is with erectting support for complicated topography | |
CN209485277U (en) | A kind of high-supported formwork support frame upright bar horizontal displacement real-time monitoring device based on laser | |
CN210108333U (en) | Vault settlement measuring device based on precise laser range finder | |
CN112211551A (en) | Rotary excavating machine with real-time verticality detection function and implementation method thereof | |
CN204286338U (en) | Convenient verticality measuring instrument | |
CN104006798B (en) | Pier stud verticality measuring instrument | |
CN204705357U (en) | Telescopic building template testing apparatus for verticality | |
CN203323740U (en) | Building settlement nondestructive measurement leveling rod bracket | |
CN211292731U (en) | Comprehensive road and bridge detection device | |
KR101216528B1 (en) | Surveying system for road register | |
CN211060834U (en) | Template concatenation displacement monitoring devices | |
CN213274210U (en) | Height difference monitor for swivel beam construction | |
CN213041210U (en) | Geological settlement displacement measuring device | |
CN111945564B (en) | Construction method and construction system for jacking frame bridge | |
CN211895814U (en) | Detection device, crane boom and crane | |
CN112161615A (en) | Bridge tower pier body template non-contact measurement device and measurement method | |
CN109853581A (en) | A kind of mechanism and its application method improving open trench tunnel foundation pit steel lattice column verticality qualification rate | |
CN111721261A (en) | Swivel beam construction measuring device and measuring method thereof | |
CN219694183U (en) | Special prism device for automatic high-speed monitoring of total station |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190101 |
|
CF01 | Termination of patent right due to non-payment of annual fee |