CN207472184U - Shock isolating pedestal vertical deformation monitoring instrument - Google Patents
Shock isolating pedestal vertical deformation monitoring instrument Download PDFInfo
- Publication number
- CN207472184U CN207472184U CN201721617170.XU CN201721617170U CN207472184U CN 207472184 U CN207472184 U CN 207472184U CN 201721617170 U CN201721617170 U CN 201721617170U CN 207472184 U CN207472184 U CN 207472184U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- shock isolating
- isolating pedestal
- steel
- plate supporting
- 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
- 230000035939 shock Effects 0.000 title claims abstract description 41
- 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 title claims abstract description 37
- 238000012544 monitoring process Methods 0.000 title claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 40
- 239000010959 steel Substances 0.000 claims abstract description 40
- 238000005096 rolling process Methods 0.000 claims abstract description 12
- 238000005259 measurement Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model belongs to the realm of building construction, it is measured at any time in order to realize, grasp the vertical deformation situation of shock isolating pedestal, ensure safe construction and the use of building, the utility model provides a kind of shock isolating pedestal vertical deformation monitoring instrument, including steel plate supporting rod, spring, Steel Ruler and horizontal reference bar, the stage casing of two steel plate supporting rods passes through bearing hinge connection, whole is in intersect " scissors " shape, the left end of two steel plate supporting rods is respectively by vertical rolling bearing units, square column on corresponding and shock isolating pedestal under vertical rolling bearing units, shock isolating pedestal lower post connects, the right end of two steel plate supporting rods respectively with the top of Vertical Spring, bottom end connects；The Steel Ruler is vertically arranged, and horizontal reference bar is horizontally disposed with, and horizontal reference bar right end is directed toward Steel Ruler and carries out reading.By solving height, the accuracy of the input of personnel and measurement data to the measurement of vertical deformation device, can support personnel safety, while can also improve the accuracy of DATA REASONING.
Description
Technical field
The utility model belongs to the realm of building construction, and in particular to a kind of shock isolating pedestal vertical deformation monitoring instrument.
Background technology
At present, shock isolating pedestal is using more and more extensive, still, it is almost still traditional common to measure the tool of vertical deformation
Steel ruler and micrometer, the data error measured is larger, and data are inaccurate, the sedimentation to building is caused to judge inaccurate, can be to rear
Continuous construction impacts；This measurement data is difficult to provide accurate foundation to unit in charge of construction's later maintenance guarantee simultaneously, gives
Later stage guarantee, which is safeguarded, to make troubles.
Shock isolating pedestal is generally higher apart from ground, and measuring needs more people's cooperations also to need to set up staircase, and each bearing needs this
Sample measures（Live totally 128 shock isolating pedestals）, task is heavy, and measurement once needs 5-6 days time, while also increases artificial
Cost；This is measured as high-rise working, and there are security risks, increase the security risk of unit in charge of construction survey crew.
Invention content
The utility model measures at any time in order to realize, grasps the vertical deformation situation of shock isolating pedestal, ensures building
The safe construction of object and use, and provide a kind of shock isolating pedestal vertical deformation monitoring instrument.
The utility model adopts the following technical solution：
A kind of shock isolating pedestal vertical deformation monitoring instrument, including steel plate supporting rod, spring, Steel Ruler and horizontal reference bar,
Distinguished by bearing hinge connection, entirety in " scissors " shape, the left end of two steel plate supporting rods is intersected in the stage casing of two steel plate supporting rods
By the way that correspondence is connect with square column, shock isolating pedestal lower post on shock isolating pedestal on vertical rolling bearing units, under vertical rolling bearing units, two
The right end of steel plate supporting rod is connect respectively with the top of Vertical Spring, bottom end；The Steel Ruler is vertically arranged, the top of Steel Ruler
It is connect with the steel plate supporting rod end positioned at spring top, horizontal reference bar is horizontally disposed with, the left end and shock insulation of horizontal reference bar
Bearing lower post vertical connection, horizontal reference bar right end are directed toward Steel Ruler.
The round steel pipe Steel Ruler includes steel plate strip and reading wand, and reading wand includes interior bar and outer bar, and interior bar is is carved with reading
Several round steel pipes, outer bar are to be placed on the square steel tube of interior bar epimere, and the top of interior bar and outer bar passes through steel plate strip and steel plate supporting rod
End connects.When shock isolating pedestal vertically has sedimentation, deformation etc., then the different of interior bar can be directed toward before and after horizontal reference bar twice and are carved
At degree, and then read deflection.
According to the dimensions of shock isolating pedestal, while consider deflection, the scale length of the Steel Ruler should be not less than
300mm guarantees valid reading.
According to arm of force principle, the bearing is connected at the 2/3 of steel plate supporting rod, and the length of shock isolating pedestal side is more than separately
One side length.
Shock isolating pedestal vertical deformation survey tool described in the utility model is specification, model, the quantity according to shock isolating pedestal
And height off the ground is completed.Vertical deformation is measured with the tool in time after the application of shock isolating pedestal upper load, it can be effective
It prevents building from differential settlement occurs, has measured the shock isolating pedestal of a type, gone in week on next same type bearing,
It is convenient and efficient.
The utility model to the measurement of vertical deformation device by solving the accurate of height, the input of personnel and measurement data
Property.Can support personnel safety, while can also improve the accuracy of DATA REASONING.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the usage state diagram of the utility model；
In figure：On the vertical rolling bearing units of 1-, 2- steel plates supporting rod, 3- bearings, 4- springs, 5- Steel Rulers, 6- horizontal references
Under the vertical rolling bearing units of bar, 7-, square column, 9- shock isolating pedestal lower posts on 8- shock isolating pedestals.
Specific embodiment
Shock isolating pedestal vertical deformation monitoring instrument as shown in Figure 1, including steel plate supporting rod 2, spring 4, Steel Ruler 5 and water
Flat baseline rod 6, the stage casing of two steel plate supporting rods 2 is hinged, whole in " scissors " shape is intersected by bearing 3, and two steel plates support
The left end of bar 2 corresponds to and square column 8, shock insulation branch on shock isolating pedestal respectively by under 1, vertical rolling bearing units on vertical rolling bearing units 7
Seat lower post 9 connects, and the right end of two steel plate supporting rods 2 is connect respectively with the top of Vertical Spring 4, bottom end；The Steel Ruler 5
Vertically arranged, the top of Steel Ruler 5 is connect with 2 end of steel plate supporting rod positioned at 4 top of spring, and 6 level of horizontal reference bar is set
It puts, left end and 8 vertical connection of shock isolating pedestal lower post of horizontal reference bar 6,6 right end of horizontal reference bar are directed toward Steel Ruler 5.
The utility model is to utilize " scissors " principle that shock isolating pedestal deformation reading shows on the reading wand of right side.It is first
The horizontal reference bar of a 300mm long is first fixed on shock isolating pedestal lower post, to provide one for shock isolating pedestal vertical deformation
A initial data is combined two 300mm long steel plate strips with two vertical rolling bearing units in the left side of spring, by two
Bearing resists the upper and lower of shock isolating pedestal, measures the vertical distance of shock isolating pedestal.Again with one at the 2/3 of two root long steel plate strips
Bearing is fixed, and forms " scissors " shape, right side with can the spring of random adjusting size steel plate strip and reading wand are fixed,
Middle reading wand is divided into interior bar and outer bar two parts, and interior bar is the effect of 20 round steel pipe, mainly reading that are carved with reading, outer tube
For 30 square steel tube, main function is that protection interior bar is without damage, carries, uses convenient for personnel.People station monitors this on ground
Device lifts, and two, left side rolling bearing units are resisted shock isolating pedestal upper and lower ends, check reading on lower horizontal baseline rod,（Root
It is learnt according to the calculating of " scissors " principle, this reading is the half of bearing vertical deformation）And the difference of data that the last time measures is this
Secondary bearing vertical deformation data.
This device is simple, and scene easily makes, and it is convenient to measure.Nothing costs more man power and material, easy to operate, simply
It is easy to learn, as long as two people can facilitate completion, and it is observed at any time.
Claims (4)
1. a kind of shock isolating pedestal vertical deformation monitoring instrument, it is characterised in that：Including steel plate supporting rod（2）, spring（4）, steel plate
Ruler（5）With horizontal reference bar（6）, two steel plate supporting rods（2）Stage casing pass through bearing（3）Hinged, whole is in intersect " scissors "
Shape, two steel plate supporting rods（2）Left end respectively by vertical rolling bearing units（1）, under vertical rolling bearing units（7）It is corresponding with every
Shake square column on bearing（8）, shock isolating pedestal lower post（9）Connection, two steel plate supporting rods（2）Right end respectively with Vertical Spring
（4）Top, bottom end connection；The Steel Ruler（5）It is vertically arranged, Steel Ruler（5）Top with positioned at spring（4）The steel on top
Plate supporting rod（2）End connects, horizontal reference bar（6）It is horizontally disposed, horizontal reference bar（6）Left end and shock isolating pedestal lower post
（9）Vertical connection, horizontal reference bar（6）Right end is directed toward Steel Ruler（5）.
2. shock isolating pedestal vertical deformation monitoring instrument according to claim 1, it is characterised in that：The Steel Ruler（5）Packet
Steel plate strip and reading wand are included, reading wand includes interior bar and outer bar, and interior bar is to be carved with the round steel pipe of reading, and outer bar is is placed in interior bar
The top of the square steel tube of section, interior bar and outer bar passes through steel plate strip and steel plate supporting rod（2）End connects.
3. shock isolating pedestal vertical deformation monitoring instrument according to claim 2, it is characterised in that：The Steel Ruler（5）'s
Scale length is not less than 300mm.
4. shock isolating pedestal vertical deformation monitoring instrument according to claim 3, it is characterised in that：The bearing（3）Connection
In steel plate supporting rod（2）2/3 at.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721617170.XU CN207472184U (en) | 2017-11-28 | 2017-11-28 | Shock isolating pedestal vertical deformation monitoring instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721617170.XU CN207472184U (en) | 2017-11-28 | 2017-11-28 | Shock isolating pedestal vertical deformation monitoring instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207472184U true CN207472184U (en) | 2018-06-08 |
Family
ID=62259920
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721617170.XU Expired - Fee Related CN207472184U (en) | 2017-11-28 | 2017-11-28 | Shock isolating pedestal vertical deformation monitoring instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207472184U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111981963A (en) * | 2020-08-21 | 2020-11-24 | 重庆知翔科技有限公司 | Positioning auxiliary device and building board detection deformation simulation positioning system thereof |
-
2017
- 2017-11-28 CN CN201721617170.XU patent/CN207472184U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111981963A (en) * | 2020-08-21 | 2020-11-24 | 重庆知翔科技有限公司 | Positioning auxiliary device and building board detection deformation simulation positioning system thereof |
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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: 20180608 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |