CN110296649A - A kind of form bracing system deformation monitoring device and monitoring method - Google Patents
A kind of form bracing system deformation monitoring device and monitoring method Download PDFInfo
- Publication number
- CN110296649A CN110296649A CN201910706156.4A CN201910706156A CN110296649A CN 110296649 A CN110296649 A CN 110296649A CN 201910706156 A CN201910706156 A CN 201910706156A CN 110296649 A CN110296649 A CN 110296649A
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- China
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- support
- construction
- pushbutton unit
- pbu pushbutton
- distance
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Links
- 238000012806 monitoring device Methods 0.000 title claims abstract description 13
- 238000012544 monitoring process Methods 0.000 title claims description 13
- 238000000034 method Methods 0.000 title claims description 10
- 238000010276 construction Methods 0.000 claims abstract description 34
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 4
- 230000005611 electricity Effects 0.000 claims description 4
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 239000010410 layer Substances 0.000 description 11
- 238000009415 formwork Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000003550 marker Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/0002—Arrangements for supporting, fixing or guiding the measuring instrument or the object to be measured
- G01B5/0004—Supports
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/30—Measuring arrangements characterised by the use of mechanical techniques for measuring the deformation in a solid, e.g. mechanical strain gauge
Abstract
The present invention specifically discloses a kind of form bracing system deformation monitoring device, including the support system bracket formed by several transverse support bars and longitudinal bracing column weave in, longitudinal bracing column bottom is equipped with pedestal, the transverse support bar and longitudinal bracing column for the girder lower end constructed according to actual needs form the support of " T " font, in the side for the longitudinal bracing column that " T " font supports at least provided with a support rod side by side, the two is connected by several connectors, the PBU pushbutton unit between supporting bar top is equipped with construction elevator radio layer, there is the alarm distance d being arranged according to the actual situation between the transverse support bar of PBU pushbutton unit distance " T " font support, the PBU pushbutton unit passes through wireless and/or wired forms external-connection displayer.The alarm distance d distance set between the transverse support bar in PBU pushbutton unit and practice of construction is that maximum allowable deformation values are alarmed, and device construction is very convenient, and application prospect is very extensive.
Description
Technical field
It is specific open the invention belongs to the design and technical field of improvement of construction equipment and method of real-time of constructing
A kind of form bracing system deformation monitoring device and monitoring method.
Background technique
With the development of society, layer height be more than 8m, span be more than 18m building it is more and more, in work progress, collapse thing
Therefore take place frequently, such engineering is classified as more than the biggish item engineering of the risk of certain scale by national house town and country construction general office, portion
Range.
In order to ensure the safety of high formwork support system and going on smoothly for concrete structure construction, monitoring standard module is monitored in real time
Support system set up, reinforcement installation, concrete pour deformation condition during smashing and before and after concrete final set, it is ensured that form bracing system exists
Under the action of various construction operating conditions and load, high formwork support system deformation is predicted in advance and reaches early warning value, personnel is avoided to hurt
It dies and property loss.Traditional method is manually using total station, theodolite periodic monitoring, and there are observation time differences for such way, no
It can be carried out real-time monitoring.
Summary of the invention
The purpose of the present invention is to provide a kind of monitoring devices whether real time monitoring high formwork support system deforms, should
Monitoring device energy Real-time Feedback set up, reinforcement installation, concrete pour deformation condition during smashing and before and after concrete final set, effectively solve
Deformation monitoring of high formwork support system under the action of various construction operating conditions and load.
Technical solution of the present invention: a kind of form bracing system deformation monitoring device, including by several transverse support bars and
The support system bracket that longitudinal bracing column weave in is formed, longitudinal bracing column bottom are equipped with pedestal, apply according to actual needs
The transverse support bar and longitudinal bracing column of the girder lower end of work form the support of " T " font, in the longitudinal bracing column of " T " font support
Side at least provided with a support rod side by side, the two is connected by several connectors, supporting bar top be equipped with construction electricity
PBU pushbutton unit between terraced radio layer, the PBU pushbutton unit exist between the transverse support bar apart from the support of " T " font according to practical feelings
The alarm distance d of condition setting, the PBU pushbutton unit pass through wireless and/or wired forms external-connection displayer.The construction elevator without
PBU pushbutton unit is range sensor between line electric layer.The connector is adhesive tape or rope.The distance between described adjacent connections
For 1500mm.
A kind of form bracing system deformation monitoring method, concrete operations: the transverse direction in setting PBU pushbutton unit and practice of construction
Alarm distance d distance between support rod is maximum allowable deformation values, that is, alarming value；In work progress, form bracing system is each
Under the action of kind construction operating condition and load, when deformation meets or exceeds alarming value d, transverse support bar touches construction elevator radio
Interlayer PBU pushbutton unit, remote data indicator are shown simultaneously, that is, are alarmed, and construction personnel stops constructing immediately, take measures to handle.
The utility model has the advantages that high formwork support system is in the construction process, and it only need to be at beam bottom mother plate supported rod erecting, fixation is applied
PBU pushbutton unit between work elevator wireless electric layer, is arranged radio marker outside support system, that is, can reach real-time monitoring, in real time report
It is alert, and do not limited by environment, easy to operate, high-efficient, accuracy is high, substantially increases construction personnel's safety, construction ten
It is convenient to divide, and meets modern rapid construction requirement, application prospect is very extensive.
Detailed description of the invention
Fig. 1 is the schematic view of the front view of monitoring device of the present invention；Fig. 2 is monitoring flow diagram.
Specific embodiment
A kind of form bracing system deformation monitoring device, as shown in Fig. 1, including by several transverse support bars 1 and longitudinal direction
The support system bracket that 2 weave in of support column is formed, 2 bottom of longitudinal bracing column are equipped with pedestal 3, construct according to actual needs
Girder lower end transverse support bar 1 and longitudinal bracing column 2 formed " T " font support, " T " font support longitudinal bracing column
2 side is connected at least provided with a support rod 4 side by side, the two by several connectors 5, is equipped with and is applied on 4 top of support rod
PBU pushbutton unit 6 between work elevator wireless electric layer, there are bases between the transverse support bar 1 that " T " font supports for the PBU pushbutton unit 6
The alarm distance d of actual conditions setting, the PBU pushbutton unit 6 pass through wireless and/or wired forms external-connection displayer 7.Described applies
PBU pushbutton unit 6 is range sensor between work elevator wireless electric layer.The connector 5 is adhesive tape or rope.The adjacent connections 5
The distance between be 1500mm.
A kind of form bracing system deformation monitoring method, as shown in figure 1 and 2, concrete operations: setting PBU pushbutton unit 6 with
Alarm distance d distance between transverse support bar 1 in practice of construction is maximum allowable deformation values, that is, alarming value；Work progress
In, form bracing system is under the action of various construction operating conditions and load, when deformation meets or exceeds alarming value d, cross-brace
Bar 1 touches PBU pushbutton unit 6 between construction elevator radio layer, and remote data indicator 7 is shown simultaneously, that is, is alarmed, and construction personnel stops immediately
It only constructs, takes measures to handle.
Concrete practice, 1, lightened restrictions on using 30 support rod of ￠ and beam bottom mother plate supported rod erecting (longitudinal bracing column), in support rod
PBU pushbutton unit between construction elevator radio layer is fixed at top, and PBU pushbutton unit and beam bottom girder are (lateral between construction elevator radio layer
Support rod) (48 steel pipe of ￠) distance be the maximum allowable deformation values of beam bottom, that is, alarming value d, radio is set outside form bracing system
Display.2, in work progress, for form bracing system under the action of various construction operating conditions and load, deformation reaches alarming value
When, beam bottom girder (transverse support bar) (48 steel pipe of ￠) touches button between construction elevator radio layer, external radio electricity display
It shows, alarms at once simultaneously.3, PBU pushbutton unit and radio marker can be used in turn between construction elevator radio layer, only be replaced
Battery.
Concrete application, applicant collect money to build house project, the garden Zhong Haicuijing project, Guang Hui in Urumqi City Shayibak District
Remittance profit city project, library car market Yingjisha school project, Wensu prison project apply this scheme, have received extraordinary technology effect
Fruit and significant economic effect.
Claims (5)
1. a kind of form bracing system deformation monitoring device, including interweaved by several transverse support bars (1) and longitudinal bracing column (2)
The support system bracket formed together, longitudinal bracing column (2) bottom are equipped with pedestal (3), it is characterised in that: according to actual needs
The transverse support bar (1) and longitudinal bracing column (2) of the girder lower end of construction form the support of " T " font, in the vertical of " T " font support
To the side of support column (2) at least provided with a support rod (4) side by side, the two is connected by several connectors (5), is being supported
Bar (4) top is equipped with PBU pushbutton unit (6) between construction elevator radio layer, the transverse direction of the PBU pushbutton unit (6) distance " T " font support
There is the alarm distance d being arranged according to the actual situation between support rod (1), which passes through wireless and/or have linear
Formula external-connection displayer (7).
2. a kind of form bracing system deformation monitoring device according to claim 1, it is characterised in that: the construction electricity
PBU pushbutton unit (6) is range sensor between terraced radio layer.
3. a kind of form bracing system deformation monitoring device according to claim 1 or 2, it is characterised in that: the connection
Part (5) is adhesive tape or rope.
4. a kind of form bracing system deformation monitoring device according to claim 1 or 2, it is characterised in that: described adjacent
The distance between connector (5) is 1500mm.
5. a kind of form bracing system deformation monitoring method, concrete operations: the transverse direction in setting PBU pushbutton unit (6) and practice of construction
Alarm distance d distance between support rod (1) is maximum allowable deformation values, that is, alarming value；In work progress, form bracing system
Under the action of various construction operating conditions and load, when deformation meets or exceeds alarming value d, transverse support bar (1) touching construction electricity
PBU pushbutton unit (6) between terraced radio layer, remote data indicator (7) is shown simultaneously, that is, is alarmed, and construction personnel stops constructing immediately, is adopted
Measure is taken to handle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910706156.4A CN110296649A (en) | 2019-08-01 | 2019-08-01 | A kind of form bracing system deformation monitoring device and monitoring method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910706156.4A CN110296649A (en) | 2019-08-01 | 2019-08-01 | A kind of form bracing system deformation monitoring device and monitoring method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110296649A true CN110296649A (en) | 2019-10-01 |
Family
ID=68032459
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910706156.4A Pending CN110296649A (en) | 2019-08-01 | 2019-08-01 | A kind of form bracing system deformation monitoring device and monitoring method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110296649A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006052979A1 (en) * | 2006-11-10 | 2008-05-21 | Matysek, Jerzy | Supporting construction unit's e.g. roof support, deformation monitoring device for building, has monitoring carrier to interrupt laser light radiation radiated from transmitter to receiver, in passage via which laser light radiation passes |
| CN101458069A (en) * | 2008-12-30 | 2009-06-17 | 中铁二十四局集团福建铁路建设有限公司 | Tunnel wall rock deformation monitoring method and monitoring system thereof |
| CN207515736U (en) * | 2017-12-14 | 2018-06-19 | 中铁建工集团有限公司 | The deformation monitoring device of high and big die plate and its support system |
| CN108868107A (en) * | 2018-07-25 | 2018-11-23 | 中建新疆建工集团第四建筑工程有限公司 | A kind of pre-buried wall attaching parts of postposition and its erection construction method |
| US20180371907A1 (en) * | 2016-11-07 | 2018-12-27 | China University Of Mining And Technology | Full-roadway full-process full-cross-section surface deformation monitoring device and method |
| CN109750829A (en) * | 2019-01-24 | 2019-05-14 | 中建八局第三建设有限公司 | The construction method that the unit-combination type support system of deformation monitoring automation is early torn open |
| CN109781368A (en) * | 2019-02-14 | 2019-05-21 | 中国建筑科学研究院有限公司 | Large-span steel structure support unloading monitoring method |
| CN210198301U (en) * | 2019-08-01 | 2020-03-27 | 中建新疆建工集团第三建设工程有限公司 | Template support system deformation monitoring device |
-
2019
- 2019-08-01 CN CN201910706156.4A patent/CN110296649A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006052979A1 (en) * | 2006-11-10 | 2008-05-21 | Matysek, Jerzy | Supporting construction unit's e.g. roof support, deformation monitoring device for building, has monitoring carrier to interrupt laser light radiation radiated from transmitter to receiver, in passage via which laser light radiation passes |
| CN101458069A (en) * | 2008-12-30 | 2009-06-17 | 中铁二十四局集团福建铁路建设有限公司 | Tunnel wall rock deformation monitoring method and monitoring system thereof |
| US20180371907A1 (en) * | 2016-11-07 | 2018-12-27 | China University Of Mining And Technology | Full-roadway full-process full-cross-section surface deformation monitoring device and method |
| CN207515736U (en) * | 2017-12-14 | 2018-06-19 | 中铁建工集团有限公司 | The deformation monitoring device of high and big die plate and its support system |
| CN108868107A (en) * | 2018-07-25 | 2018-11-23 | 中建新疆建工集团第四建筑工程有限公司 | A kind of pre-buried wall attaching parts of postposition and its erection construction method |
| CN109750829A (en) * | 2019-01-24 | 2019-05-14 | 中建八局第三建设有限公司 | The construction method that the unit-combination type support system of deformation monitoring automation is early torn open |
| CN109781368A (en) * | 2019-02-14 | 2019-05-21 | 中国建筑科学研究院有限公司 | Large-span steel structure support unloading monitoring method |
| CN210198301U (en) * | 2019-08-01 | 2020-03-27 | 中建新疆建工集团第三建设工程有限公司 | Template support system deformation monitoring device |
Non-Patent Citations (1)
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| 李淦泉;: "高大支模浇筑施工实时监测分析", 广州建筑, no. 03, 15 June 2016 (2016-06-15) * |
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